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0021 MEADOW LANE - Health
21 Meadow Lane West Barnstable A = 133 = 055 J I� hJ l/0 f-�3_L951 THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Appliratiun for Diuputtl Works Tonuhudiun Famit Application is hereby made for a Permit to Construct ( ) or Repair (P-� an Individual Sewage Disposal System at: ` I&b "� sl*bu)C 1) .. ------•----- dd or Lot Location-Aress � t No. . �� �._... a� yJ►fa l�t?2 �2t a2 Owner Address Installer Address Type of Building _ Size Lot----------------------------Sq. feet U Dwelling—NO. of Bedrooms-------JF .................... .Expansion Attic ( ) Garbage Grinder ( ) Other—T e of Building No. of persons............................ Showers — Cafeteria P� Other fixtures ---------------------------------•----•------- W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid'capacity....._.__._.gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No.-------------------- Width.................... Total Length.................... Total leaching area--------------------sq. ft. Seepage Pit No----------_---------- Diameter.................... Depth below inlet-------------------- Total leaching area.................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by.......................................................................... bate........................................ Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water........................ Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water....................... P ---------------------------------------------------------------•--................----------------•-••...----=-•-----------•--------•----•--••--•----••--•-- 0 Description of Soil.................................................................................x U ------ W ----••--•--•----------------••-------•--•----- --------- ------ UNatu e of Repairs o Alter ions—A swei whe a�pli le . . ____/0... .......... .........._.... ..................�_''-. . Agree ent: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compli as been iss by the board of health. Sgned ------------- ---'-------- ------------------------- -------------------------------------------- --- ©---- Date ApplicationApproved By -------------- ------- --- - ..... . . .......- ----- � a---------------- ..........--..-----.-----.----...-..... Dale Application Disapproved for the following reasons- ---------------...................................... .......................................................................... Permit No. V-..y---��� l ...-.:--_-------------------- Issued ---- n25. 1.0- Dare �r No....---... -__... Fss. ..... _ / THE COMMONWEALTH OF MASSACHUSETTS r,yryz BOARD OF HEALTH-., ,,* TOWN OF BARNSTABLE Appliration for Disposal Wrks,104jarurtion "pamit Application is hereby made for a Permit to Construct ( or Repair (k*jr an Individual Sewage Disposal System at: C ( 6 -vie a�st N h>a�g .. .�..... i ADO w `L 1`�-=--- .............. -- . .....�--�...f_.._....Pic__...__..A................................................... Location-Address -.or Lot No. tz�..._K��.b 2 - --------------------------------- ------------------------------------•-••------------ Owner Address ....------ ------------------------------------------ ------------••----......---------..... ... = ..... Installer Address Type of Building ,,// r _ Size Lot-----------------=---------Sq. feet U Dwelling—No. of Bedrooms....... ---•...........................Expansion Attic ( ) Garbage Grinder ( ) Other—Type e of Building ............... No. of persons............................ Showers � yP g ------------- ----------•---••-•--P ( ) — Cafeteria ( ) dOther fixtures ------------------------•••• •••.----•...-••••••••••------•---•-••--••-•-•••-------.....-••---..............-----••...._......•. W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. Ix Septic Tank—Liquid'capacity....•.......gallons Length................ Width................ Diameter................ Depth................ Di;posal Trench—No--------------------- Width................._-. Total Length.................... Total leaching area....................sq. ft. Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ a Test Pit No. I................minutes per inch Depth of Test,,Pit-------------- Depth..to ground water ................. 04 Test Pit No. 2................minutes per inch,Depth of Test-Pit._......_j� �Depth.!0�ground water' :... .....'._,,.y .lr O Description of Soil...............................................--�•�-----=j :�� - - .- --------•----------------------------------------------------------------•----------••- ^� l- W ------------••----.. ................................................................................... ... .j�... U Nature of Repairs o Alter lions—Anwer whe applica lei l pd. _.._.......�'V.._. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compli �beepissu-bdhe board of health. o40gned -... - ---------------------------------------------- 1 -- - Date Application Approved By ........ z- -e --------- --------------------------------------- ---12--= ` ............. Date Application Disapproved for the following reasons:".. -------------------------------------------------------------------------------- ----------------- -- ------------------ ' ----- ----------------------------------- ..........................................------ -------------------------------------------------------------------------------------------------------- ---------------------- ....... / Date �/ Permit No. q Issued ��. s)�"�.19 ------ Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Cfertifira e of Graptinure I THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( _ ) or Repaired ------------------------------------------------------------------------------------------------------------------------------- _ Installer at ...... 2�. .L DvJ.----.-L.'IJ-. -.4----------------�AJ..�S...r.----....�'R,01 a. .....5 j?' . 4s' ............................................... has been installed in accordance with the provisions of TITLE 5 of The State Environmental Codes described in the application for Disposal Works Construction Permit No. ..... ......�f.�J ...... dated --/ TS .----.- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE`D AS A GUAR NTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE----- �� Inspector ....: ...-- -- -------------------"........�-- -----------------------------------------------------------•---•------...------. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE No... .. FEE....... :........... Disposal Works Tonstrur#Uori"pami# Permission is hereby granted........A..2FLB........C I P-GA.........................•-•..................................................----...... to Construct ( ) or Repair ( Wan Individual Sewage Disposal System at No....... ........ 1....... �S� /o!!;Q S.T A/3.Lr..---•-•-•-•..................................... Street as shown on the application for Disposal Works Construction Permit � No.�.j %DatedQ ......... -•---•--••--•....:.............. .�..............................._ DATE---/D ................................................. Board ofalth FORM 36508 HOBBS 6 WARREN.INC..PUBLISHERS f 3 i , ; Po Of RkR maSSaChUS@ll$ �t`� CERTIFICATE OF ANALYSIS Page: 1 of 1 Barnstable County Health Laboratory (M-MA009) yrr���y5t^ Report Prepared For: Report Dated: 8/1/2016 Nancy Shoemaker Order No.: G1695135i 21 Meadow Lane West Barnstable, MA 02668 Laboratory ID#: 1695135-01. Description: Water-Drinking Water ~ Sample#: Sample Location: 21 Meadow Lane,W.Barnstable Collected: 07/2;3016 -Collected by: Customer Received: 07/25/2016 Routine ITEM RESULT UNITS RL MCL METHOD# ANALYST TESTED NOTE Nitrate as Nitrogen ND mg/L 0.10 10 EPA 300.0 LAP 7/26/2016 Copper V ND mg/L 0.10 1.3 SM 3111E LAP 7/29/2016 Iron 0.86 mg/L 0.10 0.3 SM 31116 LAP 7/29/2016 pH 7.0 PH AT 25C NA. 6.5-8.5 SM 4500-H-13 DCB 7/26/2016 Sodium 7.9 mg/L 2.5 20 SM3111B -LAP 7/29/2016 Total Coliform Absent P/A 0 0 SM 9223 Rd 7/25/2016 Conductance 120 umohs/cm 2.0 EPA 120.1 DCB 7/26/2016 Based on the results of the parameters tested, the water is suitable for drinking, but may present aesthetic problems (taste, odor, staining)due to Iron. Attached please find the laboratory certified parameter list. Approved By: � (Lab Director �1-a, r�i"�a r✓ ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level 3195 Main Street, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 TOWN OF BARNSTABLE LOCATION 177e, SEWAGE# VILLAGE 00J74,Al"/&6 6 ASSESSOR'S MAP 6z LOT 33 — D 55 INSTALLER'S NAME 6z PHONE NO. A & B CANCO 775-6264 SEPTIC TANK CAPACITY , 00 a LEACHING FACILITY:(type) L P10V-6 (size) NO. OF BEDROOMS- PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER JADEr"a�,ef— DATE PERMIT ISSUED: I. DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No �( L ;�Aw. , �I No. � Fee-42 ---- BOARD OF HEALTH TOWN OF BARNSTABLE Application-*rVell Con5tructionPermit Application is hereby made for a permit to Construct ( ), Alter ( ), or Repair (-Ian individual Well at: o/ Location — Address Assessors Map and Parcel Owner Address 4=0 Installer — Driller J Address —� Type of Building Dwelling---� -e=-------- Other - Type of Building— __ __—_—____ No. of Persons------------------------------ Type of Well y —�J C----- -- Capacity---- Purpose of Well--IQA �$T`e-------------- Agreement: The undersigned agrees to install the aforedescribed individual well in accordance-with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to place the well in operation until a Certificate of Compli nce has been issued by the Board of Health. c Signed --------------------- ------ ------------ -- ---------- -------- -- ---- date Application Approved B date Application Disapproved for the following reasons:-------------------------------------------------- ---------------------------------------------------------------------------------------------- ----------------------------------------------------- - date J� �s A- Permit No.- '�` -~-// --�'�-'-- — -___ Issued-------- ----__--- date BOARD OF HEALTH TOWN OF BARNSTABLE (Certificate Of Compliance THIS IS TO CERTIFY, That the Individual Well Constructed ( Altered ( ), or Repaired ( ) yam/ ----_------- by------— r --" -- Installer at - — - ` `�- .d �--------- '----------- has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction.Permit NoAIA'J��--r!ODated- '-- `-- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE---------------------------------------- -- ----— —-- Inspector------------------------—- -- ---- —--------------- No.U/� ---�---`- Fee ---- BOARDOF HEALTH TOWN OF BARNSTABLE 0[ppricat ion i orMelt Con5tructionVermit Application is hereby made fora permit to Construct ( ), Alter ( ), or Repair (--Ian individual Well at: Gy3_c•`,----N---��"—�------=i.+/s�>J !_4 SS__-- ------------------------------------------------------------------------------------- Location — Address Assessors Map and Parcel ----SI,,_o—n„L,of f - -` L----/L`-'°'�„ �,a ti -f'=- ,�.,,S T_�J e e--A, Owner // J, Address n. \ca^.)tjnI I 1")e�! /,l!'V A�~' � � �7 � r —�InCj �='C,S�7(�!� �t� c_�G s' v -�---------------- � --— --�� - -c V �=--� ' --- 1 Installer — Driller J Address Type of Building Dwelling-------O`-`S - - r Other - Type of Building -------- No. of Persons-----------------------------------------------;-------- - Type of Well—LL------ ----------------------------------- 'ity 0 Q�r�c T,-� -- r.� Purpose of Wello--- --- - —- Agreement: f t The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The 1 Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to place the well in operation until a Certificate of Compli nce has been issued by the Board 10 f Healthy. Signed N ,yt�r— - `-a• --— ---- - --- — ---- -- - / date Application Approved By.--= —- - i- -- �1. `1/ / date 1j Application Disapproved,for the following reasons: ----------------------------- ------ -- --- --------- fr . , ----------------------------------------------------------------w-----'------------------------------------------------------------------------------Y f------------------------------------------- / - --------date------------- Permit No. _ - Issued- - date I BOARD OF HEALTH TOWN OF BARNSTABLf. � Certificate ®f Compliance ? a 1 THIS IS TO CERTIFY, Th t the Individual Well Constructed ( Altered ( ), or4Repai ed ( ) i-- -4- by---------— -- ---------- -- - ------ -- - - - - ----- Instal All at has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection.- Reg latio as described in the application for Well Construction Permit No. ------ � -----*Dated Dated--------------------------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A"GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE------------------------------------------------------------------------------------- —Inspector------------------------------------------------------------------------------------ — BOARDrOF HEALTH f TOWN OF BAR-NSTABLE �Vel e-015t ctionPermit No. --------------------- Fee------------------- Permission is,,hereby granted— `�r'"�' `- `L- �'�✓'l'�� i �`'�".� '�lJ r to Construct (G)r Alter ( ), or Repair ( ) an Individual Well at: — — E'er — Street as shown on the application for a Well Construction Permit No.--------- ---- � ��------------------------------------ Dated--------- `�-----��-----��---------------------------------------- V r ------------------------------------- Board of Health �i DATE--------�----------------------.-------- i i J Cj Iry ! i r R 1 � I DRAuNi sS PREPARED FOR a CAREFREE HOMES, INC. I GR0UP— i SHOEMAKER RESIDENCE LOCATED AT HDG ! Roma Design Group vreen.arna ewdung De.pnas e 21 MEADOWS LANE .WEST Re1�e�0� • 3f3 11.In arr..l F.Irw.vo M1 M.....h...it.0719 Eeh.g' O.k...�worth )4 WEST BARNSTABLE, MASSACHUSETTS '° �°" g}e A Y GaryBeDIdns Rdbealaul Building D.d®rW Arrwdosn lnetlale maraD>hp Delon in VERSION 1.1 Creating where peop ee live Ei} Sheet DescripffGn �4 as 4 TITLE ! day SHEET Er I & NOTES Dwelling Areas square Feet [g 1st Floor Living — 600mc g O D�� T oha42011 Ic e'"Temx 3nrllhrcdbacL �2ooh GENERAL NOTES DRAWING SYMBOLS STANDARD OF COOPERATION @% 01.All construction"I sdcoy comply with the Sh etlgun of 780 CMR MarrmMuse0a Stine Building Code for One-and Two•Famly Dwellings,as any local,elate or federal COLUMN OR $ regulations. FLAN VIEW ELEVATION VIEW ® POST The Designer,their employees and associates assume no llebft Marry wnebudlon U V 02.The Builder before euomitt! hie proposal shall visit the site and a halm M himself all oonditlmis and limitations which may affect his proposal.He shall carefully esemne all PROPOSED horn the release olthem drawings.The release ortneoe drawtnae to the Owner,and - mnaed documents.7edmlml questions as to these drawings should be directed to the Designer.No ens,or ovstaight on the Bullderb part shop be reason to require payment above WALL.SEE DRAW. ORACULAR FILL sax by the&deer eed ell coraetlore bade said pelves to a steedea d Z his agreed upon conned.Etocaption te allowed when connecting new waft with erletlng and Ore Butids orchid not anticipate hidden problems or unforeseen Issues a SAND DIMENSIONAL Coo LUMBER Bullring design and constructionconstructionere complex processes and even though 03.The Bulder shall provide the owner with proof of Wotkefs Compensation and Liability assurance by CenlXcalon from t etr Cartier,together with a copy of heir Construction LEGEND ® LUMBER the Designs end vie aew h dete,perform ekMco services with due core end dpiganae.they fhJ1 Supervlssfe Umne s.This does not Ilmh the Owner from requiring additional Womaton before awareing the conhacL cannot guerentee perfection and e&cnaton at ed human emote,such se typoe and g a 01,The Bulder Meg Minton all labor and materiels,unless ohawlee weed upon In wriOrg,necessary fora complete Installation as ddafled heron. EXISTING CRUSHED STONE mlelebepn8.cry amblpuly or dieaapahcy found through the use ortaess dmvArge,shelf 06.Contractors Shall rasped ohms,the work of and or for responsible and liable to repair or replace any damage caused by their wort.Failure of contractors then work to perform work In WALL,SEEDRAW. OR GRAVEL SOLID be Immediately brought to Ore eOrrtlm of th e Designer,and he shall be afforded am to eocortlence with he applicable codes and regulation shag const lute a breach of contract and ell substandard we*must be redone to campy win applicable codes and regulations. LEGEND BLOCKING ra sullote the Inure.Failure to mray the Designer.or proceeding before the Designer Q _ 00.AD materials shag be new unless othe wim specified.WolWntu ship shall be of One highest quality and materials used a specified shall be of the best quality that the market affords DETAIL NUMBER here the opportunity to romediete compounds misunderstanding and may Increase g 07.These tlreMrgs ere M pAreaaWe puryoem oruy and shall rhd Da eceotl.Slrouo a dlmenelon trot be shown the Builder etuell aoMeal Me Designer M guoence. PROPOSED PROPOSED 1 ____ SECTION ��r�n node.A felnre to men tla Stahtlerd of Cooperation by a dmple no*m to = f� a a 0S.The Sunder to responsible by mceplanca of time dmw tie to verily dimensions,fmmng ncembeR•details&drawings prism and"shy materials.Any dpRra om.a ore i CONCRETE CONCRETE 81 KEY the Designer.and Oft the Designer time to ramedlete the Issm.shop repave the r r =Make aanClputos found shall be reported to the Designer Ina Omey manner.The Designer end be Whaded a reasonable time 1 oared a detail Oham Items found.Should the • ..': Deelpna from respassopity for oil consequences.Changes made to these dravings by W g Builder proceed with oonaNcon without coo notacatonthe Designer drop be re0evetl of ell responsibility M won arore,anlmone or ambiguities. SHEET NUMBER others,without he conaarn of to Designer shop also rellerve the Defter of �W by� •O sa 09.Them oravdnge have been prepared In seaoNance with the Sh edition of 780 CMR Waseschuearo State Building Code M One-and T eo-FamOy oveda ge,•brcLrdirg Section DETAIL NUMBER m ponablpy M ell consequences among on d said Menges.This office must be SJ R301.2'ClImatic and Geographic Design Criterie.'High Wind ConsWdon requirements shown n these drawing.shell be sadly folbved.Ouaaone shall be brought to ore apehtion r--_------, HIDDEN FIN. RAPROPOSCED 1 DETAIL noUlled d,ery veduUm Rom the emensWa and candflarss shown In these drowigs. s of Be Designer.No opening n an exterior well Melt be moved or relocated wihod the approval ache Designer and production d an Addendum drawing by Ors Designs. L— J 81 ---- KEY S 10.All Good ,details and materials shown and Noted as wrypicar In these drewdnge Map apply to sit other simper contlpons and locations unless otherwise specified. SHEET NUMBER 36€ II.It Is rM Ore Iment of these drewnge to show norledknta all fastening or framing techniques,a all wnditkme Present ------ r p 12.Unless otherwise noted an nothing and flnisiu lumber are diced according to minal dMendoms. q O 13.No variance,waiver or an by a Stooling Oflldal shall be binding on Oro Designer or BuIlder. - U F +f eE 14.The Designer•his empl gees or associatesMeN not be responsible for amewdwn proardrea em a r techniques u •materials&equipment selected, ohm actions in regards to DRAWING ABBREVIATIONS LEGEND DRAWING SCHEDULE works g'so".or the fopas of a"contractor to carry out work in accordance with elf applicable codes and regulations. L IS.No deviation or change to the work shown In these drawings shell be performed without he Bulkier presenting he Owner with a'Writen Change Order Request and he Ownefe Cam' DRAW 4GO 8 t pound DL Deed Load HD Heavy duty PI Preservative bested ' writes sent of t The reage Order shell aorta how a effects ha cove d y t project,he maones to be used,eery delays In expense to the end haw this the Owner Inwr with ha 4 ® At ON Down HOG Hot dipped galvantssd R Rids an unanan eheea dlethan t e O un r shag a Menge not approved t e Owner In wrDrg shell be canected d no ehgenea to W Owner.Should he Owner Isar egeese due to AS Anchor bolt DWO Drawing HORZ Hodzonlet RAFT Raper 1 TITLE SHEET&NOTES rrwssaawrnnewrar®aer ' en uAD mat ea9d Mange than the Owner a ell be a warranted nto tedback Mega he forSulkler.ape FaeaseoevKorssoseow saowFav g$ 18.All materials entl woriarnersshlP shag be dap be wanernted toy the Bulger M e period of ham he data dMsi acceptance,unless all parities agree In writing to different. AFF Aborts 1=nlelned Floor Dw Dishwasher HVAC ylea8hnp,vartltetion&ale REF ReMpareM 2 FLOOR PLAN&ELEVATIONS "�1Or"^"�"110NA1O01N0 b 17.All ooniraaas slneN ProPsriY and eafsiy snore,brace a support eN work ore required.The walk Meg be the fop reeponsibgty d the Bauder and no ecL dtreation or review q the AWN Awning EA Each HN Hsi water RE RGWW,*,g Calsrrarermra Desigearsisstirellevehe Bdrty andlder of aresponr.br eOr Bottom EDPM EftylesPropytene ICP Insumted conoeto form REOT) Repuaed 3 FOUNDATION PLAN,DETAILS&NOTES 18.StMbV area M materials,equipment,trellen.vehicles and Storage shall be coordnated by the 8u0tlerwth the Owner Prior to Ore start of construction.Any damage to he site ERG Boers _ Diana M•Ctees INS Ic eA Ro Rough openhg 4.1 TYPICAL SECTION A �S caused by contractors or heir emP"ay"'Mall be he responsibility,of the Builder to correct to precwmnuWon oonditons. ERG BeaMg EERO Emergency Escape. IW9 Ico&weter shield 60 Sefoly plearg is.Provide plywood and bioeNnB on all wells to romho,wall mounted coronets or Items two require additional wag We ngh. CASE Comment &Reese Opening KD dreh dried SCL Structural compoepe amber 42 TYPICAL SECTION B 20,All uOptlss shall be installed underground unless agreed upon oh nuts.by all parties In wMNg. CC Chesser to canter SO -Equal cop loos lire, SP Soahem pore 5.1 GENERAL NOTES CLG Calling EW Each way LBS Pounds SPF Bpmoe-pw.& . CMU Concrete MessnyUnit EIMB Each waybo0cm LL Live load SO square 5.2 ENERGY COMPLIANCE NOTES g COL Cdunm EXIST Ed" LLD Live cad defiecWn SF Square Rot a CLO aesat EXT Extents LSL Ler rested StraedLumber SKY Skylight SMOKE&CARBON MONOXIDE SPECIAL FLOOD & WIND HAZARD ZONES DD Cmad Months Foe Fiber m lad.• LVL Lon"I lad veneer L rMer STL Blow ALARM NOTES g CONC concrete FIN Finish MHW Mean High Wets SUBFLR Swpsor 6.1 BRACED WALL PANEL DETAILS CONT Continuous FJ ptoorldst MOE Mature of Egress T Treed CJ Calinggiet FIR Floor NTS Not toscale TL Total Load 6.2 BRACED WALL PANEL LAYOUT PLAN This Dwelling Is located within Zone X(unshaded)as defined on FEMA Flood Insurance Rote Map(FIRM) nte Community 25001CO534J,effective date C Cer Lhe FND Foundation OC On centers Tao Tongue&groove 6.3 CHECKLIST FOR COMPLIANCE July 16,2014. CT Colin Tie FP Flea Place OH owrheng TYP Typical D Dyer FIG Feeling POC podmtdoor TOP Top ofFoundedon NAILING SCHEDULE { DeL Dam FT Foot PLF Pounds PSllmollha l WF We"thFteo 31MPSON STRONG-TIE NOTES S H E E T This site Is located within a Wind Category B Exposure with Basle Wind Speed of 110 miles per hour and Ig within the Wind Some Debris Zone. nr. GALv GeNenaed PLT Plate W FIT verileal . p OF ng GWB Gyps—rod. , PSF Pounds par sghrere foot w Waarer FOR INSTALLER g DH per DW0 Diameter H Head. PSI Poundsstnu lumber WH Weatherpro ' DIM Dimension HEAD Header PSL Perelbl sacra lumber WP Weather proof K tali VERSION 1.1 �` 'Our Doolgn 13eging in Your Harm°re. 14 RA .OVER lK8 14 D �f RAKEw-rRi E 90 BRD. /V- e. LAYOVER E cABfE . Homo Design Group 12 a� 6"FIIEIZE ORD. P.% 1� B r SPecleasn j IXISTING ROOF SK3 TRIM BRD.OVER 3f3 Yel.Otreef y '�F� la RAKE RRD. Fslrnev en•ala....eveeffe P111P Ib I6 © pM.. oft.QaAmom OCEmb .mn r _ s CORNER BRD.TO w ' S MATCH IXLSIG - I WINDOW IAIM TO I D NO MATCH EXLSTING _ 7 i SIDING TO Profta"LRIRmIIp Coda rer a 94f!] MATCH L W/ EXISTING • Amm.fnWNN olB0&W O.*,r LEVEF1f15TING DWELLN G FUi_ - --------- ------ ---- Creating wherepeopelive gWINDOW WINDOW Sheet Description b WELLS AS WELLS AS -4 LEFT ELEVATION REWD REO'D z SCALE:1/4"=1'-0° 5 RIGHT ELEVATION 2 SCALE:1/4"=1'-O" PIUDGEVENT FLOOR a ! PLAN & SHINGLES TO MATCH EXISTING DWELLING i 110 MPH BASIC WIND SPEEDATiACHMENT 30'-W ELEVATIONS PER MANUFACTURER'S SPECIFICATIONS �,E1 v 8 P�� 5'-1OYa' a'fi" 12'-lT1" 4'-6' 3'--0WY4" $g E SIDINGTO3 ' MATCHEXISTING OWEWNG 3052 3052 3052 El9052 F�09TiN6 YXlELLM6 y y� 6'88 F U 30" S W I 13'-1 13'•3 to a 3 REAR ELEVATION Z Bflokwse C _ 0 pp m V 12113baa Ve wlam Swcturel Ri ge Beam or _ , rs § W m ii� 8"' 1 I __-_1311-Yaao MlctWlam stiviceufel Rldga Beam-__ sTovE R � •� WWy �� 'O fib s �`II 42" 5 LL RIDGE VENT ="a"-1 0. W B j Bookcase _ Q/ �NQ11 5yyy - FOUR SEASON ROOM } J ^��• Sp(� Q g �SHINL"30 GLES TO MATCHEXISTING DWELLING - O110MPH BASIC WINDSPEEDATTACHMENT - CCN'STRUCTION DRAVNW PERMANUFACTURERY SPECIRCATIONS - i^ r^ (3WSHEADER Rf 131298HEADER es oeYflo BmN rams Q 9 2XB HEADER T Etlgp� 3052 3052 3052 9052 XW . /S BB"FREIZEBOARD IVS" -r WINDOW TRIM 10 _ ` MATCH EXISTINGIXISTiNG DWELLING 6''•"l4 6' a' 4'-6• MATCH DINGIEXISTNGEl 3 8P "OK. R EmTIN6 Vvaa uH6 El El. . J B 30'0 FLR SHEET 2 F NT ELEVATION i FIRST FLOOR PLAN '. RO SCALE:1/4"=1'-0e 2 SCAM:1/4"-1'-0" -t VERSION 1.1 °Our Donlan Bng11Io In Y.HLR w T'N M - Cp G FOUNDATION NOTES Poleh grade shml elope a minimum (2)2x8 P.T.Sol Plow with B®Sealer 2 a 04 der within the Rot 1o4ed SW Anchor Bale attea 32- with 7'minimum embed.AS. L 01.The Builder Is responsible to verify finish grade elevations per existing field cundlNorre and the approved site plan and to occi note ill foundation wall&footrg elevation with tine - to extend through upper s®plate. .� foundation subcomlacfor prior to the erection of forms or pouring of concrete. Use Simpson Strang-Tie BSP5133 HOG Dearing Plate 0 R 0 U P ' 02,The Builder 1s responsible to verify the depth a excavation(elevation)prior to the erection a fame or placing a concrete.The lop a foundaUan shag beat the minimum elevation as shown with Manor and nut to attach ell]plains to foundation In the proposed alte plan drawings. Ea It-thick 4,D00 pal concrete foundation wag TOP PLATE MAY BE DBL.SILL PRATE, f 03.The Sullder and foundation oubcontreotor shall determine and plan utility and service,entrances. App mango wall height r-10-(r-r from op SPF OR SP BOTTOM PLATE rose D� 9 04.All concrete work and materials shall comply with ACI 301-05•SpeciRm8on6 for Structural Concrete'ACI 304-OD"Recommended Practice for Meaeurbg,Mixing,Transporting and Placing a Bleb to top a wall) a-K' MP.T.�TOP TE Sg Concrete;'ACI 347-04•Recommended Practice fa Canvete Form Wale' P 14N Mriaarlel relaaolrg bar wMm 12•a are Nora BOTTOM PLATE . 05.Concrete for footings shall have a minimum 2B4ay field cured composelve strength a 4,000 psi(rc-4000 pal). op of the well and near mMaregm of to MR AROUND REAM. 06.Concrete for foundation wells shall have a minimum 28day cured compressive Beano a 4,000 pal(fc•4000 psi). ,i,• 1-44 vertical reinforcing bar at 3r o.a. ANCHOR BOLTS NnEND 07.All concrete shall have a maximum 3/44coh aggregate and between 5%&7%air antrelnment far exterior concrete exposed tomolature.Concrete mix shall contain a water reducing agent Waterproof. membrane shall be applled o the MRU W PNLL PIATE• Roma Design Group 'a 08,All concrete shall be thoroughly consolidated during placement wing a mechanical vibraor. - b i, exterior aide au,e rormdauon wag rote rap a C 09.Concrete when placed shall have a temperature between SWF.and 70•F. R fooling o tha enbh gods a- Poles lone/BeRobgoerpnws 4 6 10.During cod weather(amdent temperature below 401F)the Builder shall maintain==o at a minimum temperature of 6g'F for 3-days and above 32°F for a adnimum of 14-days following Rs M placement.Follow ACI MR-02 recommendations for cold weather concrelhg 4.thick 4,000 pal concrete dab with welded wire obdo. 11.During lot weather(ambtert temperature above 8(rF)the Builder shill follow recommendations or ha weather concreting as described In ACI 305R-99 as required to minimize See Concrete Stab notes far addannal Iacmation 313 U.I.err..t temperature and shrinkagecracks aooncrete.Cu a concrete shall occur or a minlmum a7 See AC1308R for curio methods and materials. 8 MR Poly Vapor Berner Felra.v.n,N....PAR.orf.eTrrP n9 Curing �YB• B 4'thick minimum compacted crushed stone bens SILL oav:aParaaaBB 12.All relaordrg stool shall be deformed bare a new billet steel conforming o ABTM A 815 Grade 60.Provide suitable wire epaceo,chairs,Use ere:far aupPortlrg reinforcing sfad In popes rr,ec� position while placing concrete.Arrangement and banding a reinforcing ated shall be In accordance with the ACI Detailing Manuel,latest ediRar. �'01,Y'cone sue) 9FALER vAwm:M-H...p pp.mwa,- ' 2'thick R-10 Weld Insulation Board(OPTIONAL) TOP OF BEAM LEVEL 13.Concrete shall lover nlnfarotrg bare ore fallows: b ; '• 4•perforated peMueter dreIn connected Into sump WITH THE TOP OF a 3inch a concrete placed directly against earth b.2-Inch at all other Locations 10r20 Continuously IneteO with pipe tucdae coned down SILL PLATES. A 14.Unsuitable a carried am d material anon be removed o a In these drawelevationdrawings re aired o col bearing r beady a 2000 txxmch per square tea concrete minimum.pl per the approvee our plan. Keyed Foo ft(44co0 vet 2x PT SP PLATE B D crete FcotInge shall be eemled o Iowan elevetlone Men shown In these drewinge lt required o reach paper heeMp capacity.All ground over which amcrete o o be Doted shall be roe a expensive conc+ete)wM 2-94 7�'-3'(rid slit ply)+ INSTALLED IN BEAM Or compressible debris and organic materials,and shall not be frozen. horizontal bate 1-XI(Of Be plate)•CrS7 POCKET Derr D Bracklna IS.The excavation shall be maintained In a de-tared condition at ill tines during the consenw0on a the footings,and foundation walls. lndleWnDed virgin Ground thewtrnp a sou 18.Excavation shall he"a mldra m depth of 4-feet from the Lowest criginal surface grade wRltln the dwelling footprint bearing capacity of2,Oos par wvdeedoral BusengDeepwr a _ 17.Structural back filled used In Ilea of deep footings Bholl be constructed with processed gravel screened to 2-Inch maximum she and placed In 124nch compacted IRO achieving a minimum Amw1w swftfs aasmrg on.pn - j96%Procter Density by mechanical mssrre.Compaction tests shall be performed by an Independent testing lab on an structural bmscli fifo for acceptance prior te the construction of the @� footings.The Builder shall furnish the lab report to the Designer before, with ft construction of the foolings. 2 TYPICAL FOUNDATION WALL&BEAM POCKET Creating w6epep live e 18.The op a foundation wails shall extend a minimum a S-Inches above the adjacent finish grade at all Locations along the foundation walls. 3 SCALE:N.T.S. 19.The exterior of area shall wile enclosing the basement a shell receive at a minimum modified bituminous asphalt damp proofing from the top of the footings tothe finish grade.Ifa high )I water ode(water ode above the elevation of the basement)le encountered during ire excavation,or If s finished basement Is Indicated In to drawings the Builder shall hated a drainage Sheet OSSCl/)7flOT1 membrane in lour a the modified bituminous asphalt damp pooling. 20'9@b The finish grade shall elope a minimum a 84nohoe fora dlstrance a 104eet from the foundation.21.Foundation sill shall be double 2c8 plates with sill easier.Baum plate shall be preservative treated southern pine.Top plate may be lm spruce.Secure plates to foundation to Slit•a anchor m bolo with Simpson SVmoa SPS5I8.3 HOD bearing plates with washer and nut ® 22.Anchor bolo shall be a minimum of 6181 a carbon steel mewing the specifications of ASTIR F1654 Grade 38(y=38 ldps)unless othervdae shown In the foundation drawings.The minimum embedment shall be 7-Inches.Aches bolo to extend though op member a double sill plate.Anchor bolo for metal holdown connectors,if provided,may be a lagerdomaor with greater s 4 embedment.Please refer to the Holdown Chart In these drawings,If applicable.Anchor bolo for holdown connection;are in addition to the normal requirement for foundation anchor bolts. �$ 23.6/8'Is anchor bolls shag be located at 32dnches on centers.unless otherwise shown In the foundation drawings.5/8'a anchor bate shall be hood at 244rches on centers for frost wall .. tl5 and slab on grade concoction. 78 24.There shell be a minimum of 2-anchor Delta per plate section with bole located no more than 12dndoe and no less than 7 bot diameters(44W for Mn bole)from each end of plate and i FOUNDATION from all door openings. . e 25.The beam pocket shill provide 12'air apace on op,sides and and of wood besms or girders when entering meeonry or cast In place concrete well.Wrap boon ends with lee and water - 8 shoo If In contact with masonry. �r 26.The foundation shall rot be bacldilod until such time as the Row 0armng system has been completed and secured to the foundation waft to provide adequate bracing afoundeton watts.if +9 vertical steel dowels were rot placed In the footings to connect the bottom of the foundation woo to the footings gain the basement concrete slab mud be poured prior to beddfling to seam yY-g• s'<• lib'-u• PLAN the bollor of the foundation MRS.or lire foundation wale must be property braced to prevent kkdoul of the bottom of the foundation wan. 27.The Bolder shall Install a perimeter drsinage system con sto ng a 4'a perforded PVC piping located on the Interior slde a the foundation walls al the ootng depth.This shall be placed in a bed of gravel and and pipe wrapped with goo-fabdo to prevent sedinwrt from entering pipes.Piping to be connected to a sump box located In the beeemerR Dochega to storm drainage system(storm main,drywall,do.)or to daylight or by mechanical mean. 28.Should a high water table be encountered Instead of free draining sand and gravel the foundation subcontractor shall cases all activities,and miry the Sunder.A/mpMaton plan cwMW by a Massachusetts professional engineer or architect must be prepared before proceeding. 29.Badd1R shoe consist of non-expans",roe draining,predominantly granular material and shall be free of debris and organic malarial.dabbles Or boulders.and shell be placed in IRO not ----- $ exceeding 124rwhet and shall be mechanically compacted. in; b - - STEEL REINFORCING FOR.CONCRETE I ER.0 I � a 4 M 01.Sod reinforcing for concrete and masonry construction shall be mamrfacturered,detailed, ai fabricated d placed In accordance with ACI 316R'Buliling Coro Requirements for Reinforced . I BUUIHEAD I ID Concrete,•and ACI 315R,ACI SP 66,'Manual a Standard Practice or Detailing Reinforced Concrete Structures.'pp 02.Steil relrnforcing shall be defamed steel bars conforming to ASTM A816 Grade 60.Tins,stoups act hoops shall conform to ASTM A616 ------_--___J L___---_---'7 i e 03.Reinforcement"I not be bent In the food unless all a the following provisions ate met - Ce a.The bans are a sirs a8 and wlaga I _ b.ASWA815 Grade 60 barest provided -----------------------------I 1• I b 04.Welded wire fabric dell conform to ASTM A185,In ore long length as practical. U 05.Spliced or reinforcement In concrete and awarpy shall have lap lengths as follows,unless otherwise Shown In the drawings: CONCRETE SLAB Z 8 Bar She Length In Concrete Length In Masonry - 4 I 3, I ji, 03 1'r 2'-0' CONCRETE SLAB WITH a} ' II - II WELDEO WmE FA BC q5 2-0' 3''3' 2 6" N. BAR ® C i i S W fib V4' 34r MIN.4'CDMCCRUHED STONE BASE R C $ a.Welded whe fabric shall be lapped one grid plus 24ndres 1 I I NDOW CQ SS c b.Rohrb meal shall be bent cold d7 a Reinforcement shall not be wdtla0 ---- ---- ---- •---- .I ": I WELL• 2 o t •Q i i i i i );3{ gg 08.Relnlorong Placement 1 12xB CENTER e I •^. I § LU cO Ff a.rehdorcement Shall be accurately placed and adequately supported by concrete,meal Or other approved chairs,spacers,or furs and seared against didpleoement during concrete wDROPBEAM ---- yor■■b grout placement.Teak welding ---not allowed. -r A; __, ;, A; A; BP , $g i b.exceptwhen shownotlenNsson structural drawings,reinfORenenlInconcretecwere8follows: TYPICALLALLYCTLUMN --- --- I �' WELL ch 3-Inches g 2 e 1.concrete deposited against ea 3-Ines 'm te Column I WELL pp 2 termed concrete against Batch 2-odoe Poetlng x1 rah" J Q y$� CREATE OPENING FROM -� I q ENT(NTO ENT - 333 a PROPOSED BASEMEM ai 11°o. Bah way S CONCRETE SLAB NOTES O BUILDER TO LOCATE bat PENING THE F� m I t I CAN DRAM/1�C 2 01.Bytom a stab excavation shall be placed upon 4-Inches a compacted 3/4•to 1-12'crushed etas. I I _ 4 02.Install 6 mil polyethylero vapor bama over compecod eons with)ohro Lopped a minlmum of 61ndw. Typical ire"xi6'3 AO psi 03.All Interior sobs shall be 4-Inches thick,and continuously poured with concrete having a minimum 28day field cured compressive str aglh of4.000lost(rc=4000 Pali and reinforced with - _ -_-_-- - --- �0"C1°te Footing - ------ exISMAxI A welded wire fabric,and shall be smooth and finished with a sod trowel,unless otherwise down. 04.All exterior slabs exposed to the weather shall be 4-Inches thick•and continuously poured with concrete having a minimum 264ay Rod cured oompreaeive strength a 4,0D0 pal(fc-4000 psi) - -----_ ...• .J. _ �• -_ �.• --_._'-- J coraRarcnoN. and reinforced with Bx8/1.4x1.4 welled wire fabric.unless otherwise shown. lyplcel 8°WIdN 3,coD psi creel Foundation Well gp9y OS.Slab shag be constructed with control joints having a depth a at oast 1/4 of the stab thickness.but na_less Men orwinch.Joints shall be spaced at Intervals not o exceed 3D40M In each &b direction.Control joints shall be placed a locations whom the slab waft w length changes. 6'-11 6'-11%' 6'-11%" - ® 08.Install a 4dnch x 1/24nch bituminous fiberboard expansion joint between the edge a the basement stab and the trhterlor skin a the foundation walls. - ' fib o7.The Builder shell confirm with the Owner whether 24nchoe of rtgld foam Insulation(R10)Is to be Installed under Intenbr concrete sobs. gEXCAVATION NOTES 3W.W ppg9 5 01.DIGSAFE shall be contacted at least 724mrs prior to any excavation(talephdra 1-08&DIG-SAFE). 7 Ed a 02.All excavation shall be In SUM compliance with 620 CMR 14•Excavation&Trench Seely Regulation.'.'All earthen banks shall be breaked egaiat caving In within the work area.A 03.The excavation contractor shall provide a BLOW ramp leading from the existing ground to the action of the excavation.The omp Should nor exceed a 1 vertical to 1 harttonol dope. f 0,.Loan and subsoll anal be stockpiled orelte for finish grading.All excavated earth in excess of the amount required for finish grading shag only be disposed of with the written eppronal of the - �; 06 6 0.The&Jlder shall fumlah ill additional earth.Rf and Crushed soma as required for the project Including finish grading maodd. 06 All trees over 2-inches diameter outside ago bulking footprint than be braced and protected.No Dees.bushes,hedges,Of other vegetation outside of the building oomrint shall be removed g without the owner'written consenL - S H E E T Fi 07.Sae FoaWetion Notes above or proper conditions for bacldiMg around the foundation.If conditions an min the ontractw shell baCM against any wall in 124rah INo any.Each PA IS to be pudeled,tamped and compacted before additional Ift are added. 1 FOUNDATION PLAN o 3 SCALE:1/4" l'-0" VERSION 1.1 'Our Design Begins 1n Your Horne'TM E r MAY BE APPLIED TO INSTALL ON EXTERIOR - INSTALL ON EXTERIOR 20'Root Span at 24"o.c.members requirements LI EITHER SIDE OF WALL SIDE OF WALL Simpson Strong-Tie H1 SIDE OF WALL 2 Simpson Strong-Tle H2.5 Hurricane Tie at each Basic Wlnd Speed=110 mph Wind Exposure Category-Breas --- ' Hurricane Tie at each raftw/buss to wall connection. See Table 12 Guide to Wood Frame Construction In High Wind A G R 0 u P >! rafter/truss to wall connection. Provides 400 lbs.uplift . Provides 3851ba.uplift resistance. Uplift 364 The 4It D� fealetance. _. 4-Bd common toe-tells to Laterall=2841bs attach refterRwss to Shear=116lbs e e o top plate.Provides 3001be 0 Simpson Strong-Tie H2A -e4• lateral&shear resistance. Hurricane Ties for Uplift Loads Home Design Group D Hurricane Tie at each 4-8d common toe-nalla to refter/buea to well attach refter/truss to top plate. H1 hurricane connector provides 400 lbs uplift resistance. ewwaro Gealm�era a ' connection.Provides R..t*n et�emom ° Provides 3001ba lateral& o H2.5 hurricane connectors provides 3851bs uplift resistance. 496 lbs.uplift resistance. sheer resistance. H2A hurricane connector provides 495 lbs uplift resistance. 313 u.I.sir..t y� o Fel.n611MA#s81.ohue tt.o2ne € • Use 4.8d common toe-nails to attach rafter to top plate. : ' E t Provides 300 lbs lateral&shear resistance. •! Builder may use any other Simpson Strong-Tie Hurricane Tie that INSTALL ON EXTERIOR SIDE OF WALL. INSTALL ON EXTERIOR SIDE OF WALL A ° IF INSTALLED ON INTERIOR SIDE,USE SSP 1F INSTALLED ON INTERIOR SIDE USE SSP Provides a minimum of 354[be of uplift resistance. 4�d common toe-tolls to SIDJ attach reRerRnlas to top plain. SINGLE STUD PLATE CONNECTOR(SSP) SINGLE STUD PLATE CONNECTOR(SSP)/N ADDITION TO HURRICANE TIE ON /N ADDITION TO HURRICANE TIE ON See Sheet 6.3 for Notes to Installer forSimpson Strong-Tie parr D Brack/na a Provides 3001ba lateral 8,.. Metol Connectors and fasteners. ' INTERIOR SIDE OF WALL TO INTERIOR SIDE OF WALL TO _ L! shear resistance' CONNECT TOP PLATES TO STUD. CONNECT TOP PLATES TO STUD n . Am, s TYPICAL H2A HURRICANE TIE a TYPICAL H2.5 HURRICANE TIE 3 TYPICAL H1 HURRICANE TIE z APPROVED HURRICANE TIES Creatin where e0�lVe 4.1 SCALE:N.T.S. 4.1 SCALE:N.T.S. 4.1 SCALE:N.T.S. 4•t SCALE:N.T.S. g P P g$g$g$g$6a Sheet Description RIDGE VENT a • ( TYPICAL BEAM CRADDLE - (3)1-YA20 Mlcrollam LVLr TYPICAL BEAM CRAODLE ' aq STRUCTURAL RIDGE BEAM TYPICAL 55� 1x3 pping at 16 c. SECTION g %'G Sum Boardling R- Batt Inwlatl "A" TYPICAL-V41.9E(3)1-�t7�19E Microllam LVL Header wer Transoms TYPICAL PERIMETER HEADER ASSEMBLY d £„ (3)2x12 Continuous header w/(2) "PHwood filler oe 2x6 Piate under a Shingles t�aa_t L ROOF ASSEv1VI Ing See APA Wood Portal Frame Detail HEADER OVER OPENING(2J1$',V .9E LVL 110 MPH bask wind speed attachment , HHH g FROM IXIST DWELLING INTO per manufacturer's specification, ., ADDITION TO SUPPORT Roofing paper RIDGE BEAM %{`APA Performance rated sheathing, b span 24",exposure I Z ry p6r 2x12 Rafter att 24 24""o.o.a 50ppL1 2 s O TYPICAL Fi ILO ASSEMBLY sh Flooring _ � ka ","T8G APA Performance rated sheathing, Top of Subfioor level span 16",exposure I e 8 with Existing Dwelling 24 Joist at 16"o.c. 3-16d COMMON HHHCCC111 .hg - 8 k E lS nNG FLOOR Top of Subfloor R-24 Cavity Insulation PER FOOT TYPICAL DIAPHRAGM BLOCKING s0 2x8 rstthree joist at 48"o.c.across 20'-0`wide of (3)2xB Center Beam addition A ExISL Grnde CONSTRUCTION DRAWINGS �{ q�.p" nssaawwmoawmro:amr •• peFiasmevrprreoearonoaaa+wa Diaphragm TYPICAL FOUNDATION WAIL. rmwr,wwusrxw.umauaowo Btoddng :J,: 8'Width 3,000 DSI concrete- �an'�� TYPIC L ALLYCOLUMN foundation wall d$° 0 Steel Lally Column p4 horizontal rebar within 12"of 30"x3WxL0"Concrete Footing top of foundation - - with R5 reber at 12"o.c. 04 horizontal rebar at mid-height ' - tg,4 .. each way bottom Dampproofing applied to exterior side of wail from top of footing to ' finish grade a�■ EXISTING BASEMENT SLAB . .[5 -.r .:.. .•. :. Y. .. s., TYPICAL FOOTING _ . '•"•' •.: .n,'.••. 10 x2 psi keyed concrete •r•.,'..�•r• •'! ..•.. footing with 2 horizontal rebar S H E E T "orto perimeter UNDISTURBED VIRGIN SOIL t ferimeter HAVING A SOIL BEARING ' - _ Y amp pump 20" CAPACITY OF 2,000 PSF -r • t ' /—A\_TYPICAL SECTION"A" - 4.1 SCALE:1/2"=V-O" t VERSION 1.1 Masses 'Our Design Begins in Your Home",iv E ti 8 } 4•o.c.NO SpaobV Use metal Double Top MINIMUM 4'Pedmetar Zone 4'Perimeter Zone 4'Perimeter Zone - strap or Plate HEADER SPAN HEADER SIZE #KINGS p JACKS • Ii net edge nailinganal flew n Ninoanal edge nailing connector 2-18d common nails 2'-0" (2)2z4 1 T G R 0 U P & � - applied over stud to plate connection sheathing for3-0" (2)2r4 2 1 NDG A header over i 36'In length Header 4'-0" (2)2t4 2 1 ' Full height " The number of full height studs '• I Blockin A removed because of window T-(r (2)2x4 3 1 f e Within Perimeter Zone King Jack Bold _opening must be replaced on the {OMB Design Group jB i i i i stud(s) sides of the window opening.For S'-W (2)2x8 3 - 1 R s tO�Bid pedv O heft a ' example If 5 studs are removed Gable End Tnlse of dndwali . i 5/2=2.5=3 studs added to each T-0° (2)2x8 3 1' a+a N.Ia arr..r Double Fe r.n a r"n w.x.."n".o rrrotrra Z � + aide a9 King etude. oat.:ete.rse.eme a Section A-A Window Sill- 8'-0' (2)2IA2 3 1 4 Plate Perimeter Zone Is located wtitin 4'-0"of ridge,rakes and over hang. Sheathing nailing schedule for 16"o.c.Lookout Blocks: 91-W (3)2x10 3 1 - 6 Interior Zone Is roof area outside of the Perimeter Zone. Sd common nails at 4"o.c.panel edge,4"o.c.In field of panel A ' , a .I Use metal strap or 1014)" (3)2t12 4 1 Sheathing nailing schedule for members 16"o.c. Sheathing nailing schedule for members 24"o.c. - connector applied I B IDJ Bd common nails - Sd common nails over sheathing for Interior Zone=8'o.c.panel edge,12°o.c.In field of panel InteriorZone=S"o.c.penal edge,12'o.c.in B Bottom(Sole)Plate field of panel � headers over 38'In 1114" (4)2x10 4 1 Gary D Bracklns Perimeter Zone-S"o.c.panel edge,8"o.c.In field of panel Perimeter Zone=4'o.c.panel edge.4'o.c.In field of panel (3)16d per foot length - Ai r oo 0a`0- BuaBnaDexlPr 3 RAKE&ROOF SHEATHING ATTACHMENT 2 OPENINGS IN WALLS TABLE 9 OF GUIDE TO WOOD FRAME CONSTRUCTION IN HIGH WIND AREADE �L . 4 2 4 2 Creating where people live {j§$ SCALE:N.T.S. � WOOD FRAME CONSTRUCTION MANUAL-Figure 3.7b SCALE:N.T.S. TABLE 3.23A OF WOOD FRAME CONSTRUCTION MANUAL TYPICAL RIDGEASSEMBLr - Sheet f79aCrtptlOn Ridge Vent p BLY (2)3A'ax24 VersaLam LVL or TYPICAL ROOFASSEMtn- (3)14'sx20 Mlcroliam LVL S es m m edst dwelling - e Structural Ridge Beam \ per MPH basic wind speed attachment 1!� 2x6 Collar neat 24"o.c. / Roofing paper manufacturer's speckicotlon n 7 W APA Perform TYPICAL ROOF-TO-WALL CONNECTION // \\ span 24,exposureI w`na�-ril sheathl^g' TYPICAL !!!g 8 See Table 12 of Gul a to Wood / \ 2x12 Rafter at 24"o.c. e Construction In High Wind Areas 1x3 Strapping at 16"o.c. SECTION g Roof Span-20' Member Spacing-244 ox. 12 // \\ %"Gypsum board ceiling �r R-38 Batt Insulation E Uplift"35416s per rafter a // \\ Insulation Baffle from save to ridge a B e a Lateral=264 Its per rafter jl Shear=116lbs per rafter // \\ / -\ TYPICAL OVERHANG ASSEMBLY p Builder to use(4)Bd common toe-nails to Adjust overhang so a that F;W- provide 3W Ibs lateral&shear resistance // \\ overhang aligns with existing roof 8 g Builder to use H3 or H2.5 Hurricane Tie to / \ 1x8 Facto board - �gp provide 365 Its minimum uplift resistance / \ 2,15 Subfacla 1x3 Soffit return blocking vented soft cd TYPICAL PERIMETER HEADER ASSEMBLY I g a (3)2x12 Continuous header w/(2)%n plywo,dfller f>; 2x6 Plate under rt�= See APA Wood Portal Frame Detail Is TYPICAL TOP PLATE CONNECTION ` IS0®8 Each wall stud to recelve Stu f 1 Plan Connector,zee Detall2/6.2 Z for connector options C 3 & TYPICAL EXTERIOR WALL ASSEMBLY g SIdIng to match existing I g O �QEQ Building Wrap o 'S"APA performance rated sheathln& o span 16 exposure 1 a - TYPICAL fLOOR ASSEMBLY Stu Wad a.studs at 16" with W Stud Plate Connector att each well stud gggLLL •� to sI&G uble top plow Finish Floating yj"do6ypsumm board Interior - e R-21 Batt insulation �" APA Performance rated rhea Ing, L; span 16",exposure I 4 PER F COMMON 3•l6d COMMON 2x4 JoistyI suloio lD Q s Top Plate conthulty 4 requited Continuous Header Top of R-24 Cavity Insulation i PER FOOT PER FOOT u aor Double s�plate w sill sealer _ �y (3)2r12 Continuous Header _ --- 2x continuous plate with led - Bottom plate to be IT SP sinkers same a a for ns In 2 rows at 3•o.c. l4ouric 11 n %*O AB.at 32"o.c. CONSTRUCTION DRAWINGS Fasten ila l T6 ri header with 80 common 2x pain under Braced wall top.*, D Plea ePS5/8.3 bearing plate with te s.werr�v 4 nails In 9°grid pettem end 9'o.e.In etl tT continuous Basement garage door heminBmembers(kinge,Jaalm&plates) b header been washer&nut at each AB. �tEssmereoueoeaoNo�wraa }' 1000 The strap tie(LSTA24)on boM sides of �hp both sides e Strap to( 26)on +•,' �:. — rHlwrAPPucA I m erraauxa e wall(Inarlor&exterior)&on each side of bold eklea on gem (interior Side & TYPICAL FOUNDATION WALL f flames door opening W gexw door openlnB�M •;,s;'� (3)2xe Center Beam 8 WI 3,000 Should panel splice be needed k shell gout t:, TYPICAL UILLYCOLUMN :s., psi concrete Steel Lally Column 'foundation wall s within 24'of mid-height,hbcking not requrled nails common a 30"x30"x10"Concrete Footing ',� to horizontal tabor within!Y'of nails et 9'o.a WSP eheatMnB se;' 3 tap of foundation g xh 05 mbar at 121 o.c. R4 horizontal tabor at mld-height pg 4 etude minimum on each aide of opening l^each eaW w • each way bottom DampMoofing applied to exterior Minimum width based upon a&1 TYPICAL BASEMENTSLAB- '•••� side of well from tap of footing to 8 g - ;�•i s we ' heighlaowidlh ratio,for example 16°min. 8 finish grade width for B'wall 4"thlc 3,000 psi concrete a a ..... 3'hGi 'HDO bearing plate r. •. . l •. with welded wire fabric meshminimum po d 11Q vapor bonier 3'x3V,*HDO beating pate min.2 A.B.per Section.Double6 mil rvlinlmum.4"dHck wmpaRed ° 1!L Min.2 A.B.par section sill for combined uplift& _ crushed stow base - •ei TYPIM FOOTING WOOD PORTAL FRAME DETAIL 10 x2-r 0 p keyed concrete S H E E T 4.2 SCALE:N.T.S. •.. ., footing with(2)R4 horizontal tabor 4"perforated perimeter 4°0 perforated perimeter UNDISTURBED VIRGIN SOIL drain around foundation Perimeter HAVING A SOIL BEARING '//1 drain around foundation sumpperimeterpump CAPACITY OF 2,000 PSF •(. a• 20" andrun to daylight or to sump pump and run to daylight or to sump pump , UNDISTURBEDVIAGIN SOIL La l TYPICAL SECTION°B° o HAVING A SOIL BEARING 4.2 SCALE:1/2"-V-O" CAPACITY OF 2,000 PSF VERSION 1.1 - "our Design Begins In Your Homo'TM - r EXTERIOR FINISH NOTES *� 2 01.Eaterkr wall sheathing shell be APA Reed wood euuebael panels,minimum , C 1/24nch In thickness span rated for 164noas,e Rposum 1.Attach WSP In G 0 U P 5 accordance with the ereoed well Requirements as ahem In thew drawing. - (12.All peel and stick flwning topes and membranes shall be butyl rubber and not - bituminous. 03.Install ice end weber shield over sheathing at comare and before house wrap. .. ■//'�. , 04.Instal Ice and water shield over door&window flanges prior to Installing trim. N D V Flash hollowing the recommendation of the mamAaceurer. WOOD CONSTRUCTION NOTES 05.DO NOT USE OR ALLOW aluminum fleshing to come Into abed contact or Home Design Group Indirect aoMad due to rein run-off with preservathm heated wood unless the aluminum Ot.Dimensional lumber shag be kiln dried 19%maximum moisture content.Lumber ' fleshing has a protective coe8ng or ke and water shield bps malarial covering lt due •shell meet ea a minimum the following des values for SpruosPftm,F M SPF) RolbaAerel&ulMIg OasLphwe e te the oor 0 nature of preservative treated wood. 05.House wrap shell be Typar0 Brand.It shall be Installed from the bottom of the having a specific gravity ofOA2,unless otherwise specifleel: ReJMeIaN jI wall upwards.extend) 1 to 2-0whes below Ore bottom d Me sheath) Joints shall A-2x Studs-Stud grade-Fb=875,Fw136 Fc 7rA Fopa425 i P� n9 n9 J18 N.in efr.er B.2x JolaelRalere-No.2 Grade•Fb=B'y6,Fw136,Fo1160 g be lapped a minimum d 8drahea for horizontal Joins eat 12anohs on vertical Johns. ca Inn.ra n,ue........ru.oznP f E For natural wood doing use Bargemln Obdyke Home Slicker 10 Mus Typar 0 as the C.Poste•No.t&No.2 Grade-Fb-875,Fw135.Fwt 160 Fup�40 WINDOWS & GLAZING p ER qa house wrap.This product combines Typer house wrap with a rain ellaker m allow for 02.FRAMING DESIGN LOADS: 01.At least ore vA In every sleeping area shell serve ee an"Emergency Escape o.r, proper migration of moisture trapped behind the wood sldlnit• A.A Floor Deed Load-16 PSF and Rescue Opening.'All Emergency Escape and Resous Openings shall have a . Do.Stl pen house shell el wthe opening.for ail windows end doas aft fie bothom flap B.Rod Dead Loed=0 S F minimum not deer opening of 5.7 square fed with the following exosp6ara: and lap tine House wrap below ee ll panOn the Interior side d the threshold hod C.Flew Live toed a 40 PSF end tape the mrooeed portion d the sill pan against the Interior edge d ea tueafak D.Roof Live Load=30 PSF - 1.Grade floor openings shell have a net dear opening d 6 square feet A ' b 2.Double hung windows used for emergency escape shall be permitted to have E to create a damn prevent leoutsidepp ymoisture 1.1/2 from honing under Me alit and Into the E.Aeoke,Balconies, S Porches Live Load=BD PSF p house.After siding s Installed apply a 1.12 Inch aiAp d membrane material to the F.Attie Live Load(No Storage)=10 PSF a not dear opening d 3.3 square feet provided that at least one operable aeah meee B Dunderside of the$10 and the tote of the aiding to prevent wind driven moisture from G.AftLive Load(Stomps)-30 PSF the minimum not deer opening of 24anches by 204rehes In ether direction. g entering under the Bill. h.Stairs Live Load-80 PSF 02.Emergency Escape and Rescue Openings shell be operational from Inside the Gary D Braddne _ " g pen under doors&don sdrt boards. 03.Dimenelonel lumber shall be straight and free d defecs. room without the wee of keys or tooia Pldb-bnw Busev Design- 08.meat heed flashing a 08.Seel the Interior aide of Iow ex an ion foam t doom with Great d m®(Dow 04.All fasaMrg d hde ail Place,ells,minimasheathing and Dear wood members shell be In Amnwn mamma oruberdbp ux dam - 2 a hor�oMel IproJectloncoo1�38-Indree.Tire area of She wl�idow well ehe�law to � Chemical Callosity)Do not apply l equal tow expansion foam to prevent sir and mdstae accordance WM the deals ahem and Code Table 2 of one of 780f r Wood Tabs Emergency Escape end Rescue opening to be My opened. i I 'People, /'�rL . Infiltration.Do red appy horizontal beetle d Ceulknu to the exterior eke of the window R802.3(i)Maweafhuwtle State Building Coda,Teba 2 d the Guide for Wood 04.Emergency Escape and Rescue Openings shell have a maximum,sill height of Creat(n Where ell le live Construction In High Wind Areas for One•and Two•Lly Dwell orTabe 3.1 d 44-inches above ea finished floor. as i door openings yt It will may prevent eery trapped moisture hen dlainhhg Quake s9° - P P ea a follows progeny tapped membranes 05.All windows located In Hazardous Locations as deflrad In 8eotbn R308.4 shell the Wood From Construction Mauuai. E 09.All extmbr wood trim staff be sealed or primed on an six skies bob Installation. O5.All connectors shell be fxt dipped galvanized meeting the requirements d ASTM - 10.Exterior rod shedhing shag be a minimum d 5/8dcoh thick APA Road wood A653 pass G185,as manufactured by Simpson Strong-Tie.Insulation d all have safety glazing loathed HammHazar exposed sedeelLocations are:. Sheet Desdl'ptlon f b structural panes,open rated for Me real from members,exposure 1.Atadh the WSP connectors shall be s strict wmPOence with the nanuscbsere Insbuodons and mud 1.Gazing where the bottom exposed edge s leas then 86adas above the j floe of arry Daeaaom. In socordence with ea nell size and on center spacing as shown in them o drawing.Use employ all required fasteners. Hclips for any read where root framing members are on 24-Inch centers. 06.Install all connector fasteners before loading the Joint. 2.Gazing In swinging doom. 3. In fived and 11.Install 84nch aluminum drip edge on rod sheathing a save fade and rakes. 07.Split wood Is not acceptable for arty connections. 4.Glazl Glazing In storm doss. 12.Rod sheathing stall be covared with iSab mofing fen underiaym nt m fdlam: sliding penes of alidlrip door assemblies. Jost shell only be notched,cut or drilled as follows: b 8 notches In Its top or begot of joss shell not exceed ors-abM d the depth d the 6�ttom edge Issnt=than amid t ea�ooJle°"a"°"moan GENERAL -Roof elopes from 2:12 up to 4:12 stall require two layer d urtderioymert above -Rod slopes from 4:12 and up shall require one layer of undedayaent Jost,shall not be longer than one-third ere depth of the member and shall not be t13.Install ka and water shield membrane undeteymeM over roof sheathing and drip located in the middle third of the span,Notch depth at the ends of the member ahall 8.Any glazing meetin8 all of the following: edge at eaves in lieu of the camel undedayment Extend the eaves edge to a post at not exceed one-fourth the lost depth.The tension side of members four-Inches or a.exposed area of an Individual panel greeter then 9 d.f. YQ West 244nchea isdo the exterior wan line of the dwelling. greeter In nominal thickness;shall not be notched except at the ends of the member. b.bottom edge lase can I84ndnes above the floor. NOTES E 14.For open valleys lined with mesh the valley lining shag be at least 244ndres We Holes drilled,bored or cot hrto Joss shell not be closer'than 24ndms to rite top or _ atop edge m wad three 38•Irohea above the Boor. bottom d the member,or to any other hole located In the member.Where the)cat s d.one la Hera walking runc�oa wlof a 3 or hei horizontally ely d the glazing. & a 6 end d any oonoeNed with two metes surd In 760 CMR TableR1035.2.82.nitcocomplying noshed,the hoe shag not be dower than 2-Indree to the etch.The diameter d the 7.All zing In In ratings encei enc of area or r or oabove swimming mre poos j AS Open valleys grad wen two ghee d ttone or layer asurfac roll e s mi camPhcf 1 win- tB.ube or sp In wall and emcee edge Isg Indoor or outdoor cove t Poole,fret ASTM D 249 shell be permthetl.The bottom d syer shell be a mlMmum d 1g-Irxcsa hoe shell not exceed one-third ere depth of tls member.Cute,nokteo end bola In FIRE BLOCKING tube n epee where the bottom edge le soh then BO•Inchea above the waling jt @ In width and the top layer shelf be a minimum d 364nchea In wkfih. vases,laminated veneer lumber(LVL)Glueaembated members or I-Joss ere not - Lra I&For closed valley,valley unlrg shell be one ply d amooth rob moMp complying permitted unless Me effects d such penetrations are specially considered m me Fhabbtld shell be surface end within 80•adea horizontally d na wasr'e edge. SPEC'S C with ASTM D 224 Type II or Type III and m lead 364nches wide.Specialty design d ea member, nit provided In wa d*wne edaWdbn In the following locations: u.Gkoft milacent to stairways,landings and mmps wMIn 384nchea p underieyment complying with ASTM D 1970 may be used In lieu of lining material. rig•All exposed framing members shall be heated per AWPA C21C91C15 0.26 and 1.In concealed spaces of"walls and partltl n ofone,Including fund spaces and horizontally a wading surface when the exposed surface of the glass Is lees 17.Roofing shall be 30-yow architectural asphalt shingle unless otherwise specified. members In contact with Boll shall be heated per AWPA C23ICL4 0.00.Job age Parallel rows of studs or ataggered etude as follows: can 804na es above the pane of the echoed ea walks g surface,within ODdnch In some cases where an addition[a tying into an existing dwelling a may be required to fabrication cut and bores dull be heated In accordance with AWPA STD M4, 1.1 Vertically at the calling and flow level. horizontally of the bottom head of a stairway In any direction when the exposed match its axis"roof covering.Builder shell verity with the Ownerthe We of rod 10.NI wood used for dells,bafoenes patches and steps exposed to fha element 1.2 Horizonetally at Intervals not exceeding 104set surface of the glees Is leas than SD4nchw above the nose of the thread. a $ covering to be seleclstl• shag be treated or naturally weather mesanL All fadmae shall be hot dipped 2.At all Interconnections between concealed vertical and horizontal spaces such as 06.In dwelling units,where the opening of an operable window Is located more than 72 Y 18.Install flashing around any roof skylights,In onto accordance with the geNBnhed,stainless steo or ronferoue meal. occur at soffits,drop callings and cove callings. Inches above the finial graft or surface below.6a beset pert of the deer opening Tr manufacturer's requirements.Unless dhemles shown it Is the Intent of ee drawings 11.Ledger boards thro bola(With washers)shell be a minimum of V diameter,het 3.In concealed spaces between stair stringers at the top and bottom of the run. of the window shall be a minimum of 24 ache above the flnahed ban of the room In P. to Install a raised curb box with a settle around any skylight In accordance with the dipped galvanized ASTM A653 with washers,staggered every 164rich"o.a Enclosed accessible space under stairs shall have wells,under stair surface and arty which the widow Is located.Operable sections or windows shag not permit openings Lv S manufacturers requirements. minimum,or one perjoiat bey,which ever Is more reshktive.Simpson Strong-Tie SDS soffits protected on the enclosed side with 1W gypsum board. that allow passage of a 4 Inch diameter sphere where such openings ere located within M a $y 19.Where a and Intersectsa wag extending above Me roof Install toe and wear shah screws maybe substituted for 0uu bola when used ee ahem In ledger dews.dee. 4.At openings around weals,pipes and ducts at tatting and floor lend,with Inches d the flneled Boor. h an y{ 6 Hp membrane a minimum of 124nches up the wall and 124ndes woo Ina and sheethap. 12,All manufactured LVL(lamineatl veneer lumber)wood f hV components shell approved materiel to resist the froa passage of flame and products of ounbretlon. Exceptions: - Z5 If lap Is required lap upper membrane over lower a minimum of 6ancas M horizontal have the following physical Properties as a minimum 6.For the flmbbd n of chimneys and fireplaces Joss and 12•Icohes for venNal Jolt. A E-1.9x10a8 PSI 8.Fheblec king ofcomcea of two-family dwelling Is required at ee Ise of dwelling 1.Windows whom g7enlrge will not sow a 4anch dtanear(102 ram)sphere te 20.where a eloped rod runs along a sidmall of the dwelling Install Ice end water B.FW2860 unit separation. - pass through the opening when the opening Is in Ito largest opened position.8®®tt shield mhmbrone a minimum of124ndm up the s lawall over tre wall sheeMlrg and C.Fr-286 b 12-Incas onto the roof sheathing.Install 51x7'minimum aluminum step flwhing with 13.All manufactured LVL wood components shell be Installed In sold compliance with Fdrebloddng shag consist d two-Inch nominal lumber,or two thldmessas of one-Inch V rod shingles d Intersection of ewell and roof. nominal lumber with broken lap Joins,or one thickness d 23132dndh wood structural 2.Openings that are provided with window fell prevention devices that campy the rnanufetblrelU spedflcetlone.This sell Indum fastening end minimum DoaArg Z t 21.Instal 10-Inch aluminum flash) onto rod sheathing d chimney pet lmdorL Run With Section R812.3. flashing 114.LVL�components shall not be notched or drilled for penstradone,other then Peons with prone batik by Installed Base or bankers of mineral woo yt rase Sher 6Mchea up cane as ndedaymentonto and wttt a r minim d alu ndh ke end wear place ce s approved meaAas In arced In such a manner ea to Da wdlrey retained In F Openings that ere provided with fell prevention dawioea the campy with y ya{ flask membrane hi urds.Cover Then Install le d cap mlNman alumlsum sap for Doblfasteners,woods allowed rjois by the ndbe adpeni � � 9 fleshly with rod shingles.Cover WIIII 61rh01h lead rap flashing set ihOD brick and 18.Double up Wood floor Joss around fl0n openings. Place shell be permleed ea an acceptable flrebiock. ASTM F ZD80. 8 y folded down over step flooding.Wood chimneys will require too and water shield 18.Joiste under parallel bearing wale shell be doubled at a maknum. g membrane extending 12anehe up chimney wall sheathing priors hsa0eeon d 17.Joss shot[be supported laterally by solid blocking andfor diagonal bAdping(stet Bets w Manias of r compineral wool w with the fiber x horizontal approved bddnon-g I n ells 4.Windows the ere proviso with aperhlrg IlmMrg devices that empoy with O . . 10-Inch aluminum flashing. wood or meal)s Intervals rot exceeding B-feet me. coast ru t Permitted for compliance rows f With the tan foot studsttal tamed king gl wads 07.AJI R812A. 22.Enclosed attic end enclosed roger spaces Mined where will are applied 18,Ag wood struchuai pens sheathig shall be APA Pertomns oe Rated penes Ixm lotion u with sarellol lows d Beds or engre,a etude.UMacad flier plane bet nec Ail endalls shall eq hsmentlled in strict oomplance with rime ntenkdroture/e = S o coMortnI g Mere following minimum requina ens: Insulation used ea a flrebleck shall flit the entire doss section d the wag cavity to e recanmeadetlone 8 requirements. ` cnecty to the underside d roof rages shell have cross venUetbn or aedh sepses W Z minimum height d 16-Incas measured vertically.When piping,coral l4 or similar h.l .o apace by apering openings protected ithekret the ertheroe d minor Brow. S.Foor 'xposurSturd-i-Floor,an no Exposure 1,Span resit 18' obstructions are encxmrdered,the Insulation shell be peaked tightly around the W ant B minima r 1/8'to m shall m 1W o eel ingh temodlont•reeletant who mesh with a B.Wall- Exposure t,Span satin 18' obstruction. W 1 N D B O R N E DEBRIS ZONE minimum 1l8'te a maximum 1/4'opening Btrs. C.Rod•4i'Exposure 1,Span rating 18'for relerNhna members ot 18'o.a; Exceptions: 96'Exposure 1,Span mdrg 24 with Hdips for rafter/truss members at 24'as This dwelling site Is located within a W ndBom s Debris Zone as defined in 780 CMR 1.Roof assembliesM where an expanding spray an I sulation material, 10.Provide solid biting under en columns and at points of concentrated load D R A F T S T O P P I N G •Messedumetts Sate Building Code for One-and Two-Famny Dwaginga This to {T ' pmWding at least 40%of the toed R-value of the required Insulation Is In dared contact transfer to foundation. Identfied as any ems within hurricane-proms regkns within onamlle of the coastal : with the underside of the roof deck and acoment framing members,ff the permeability 20.Provide solid blocking between joss over beets or wale. In combustible construction where there Is usable space both above and below the mean high water line where the base wind speed Is 110 miles per hour or greater. V IISStt of the foam malaria Is less then twooemulnch,no vapor banter Is required. 21,Rethghten sill anchor bola alter rough framing Is compked.Check for crowning at concealed apace of a floor/tolling assembly,drefeteps shell be Installed so Nat the 2.Roof assemb0iea where a board of ham plastic Insulation material,proving all extorter door opening. area of the canoed apace does not exceed 1,0D0 sf.DraRatopping shall be Windows In dwellings located In Windbome Debris Zones shell have gazed awnings g at least 40%of the total R-value of the required nsuatlon Is placatl on tap of the rod - provided In 4 floor/wIlhhg assemblies under the following crom ustences: protected t shal from wlndbome debris l meet the requirements of Lange Missile Test ofC TION DRA�AI�GS deck.If ere pemreebillty of the is ass the Mom materiel than two permMch,ro vapor - ASTM E 1998 and of ASTM E 1888.The may be accomplished!through the use d ENGINEERED WOOD PRODUCTS Whom a nor of d. 1.cagNg s suspended under"floor framing Impact resistant winThey sh li or label df r ickeach wood structuralpanes pne a maximum rrasetawwmm9waemanear Wfeft ether d the above excePtlone ls ahem,the Mllowlnp corldltlorre met sac bes g� I-Engineered wood seproductsosuch ta laminated of t veneer Engineered cod beams and 2.floor hemthg le canshuded d sse-typeopen-web or perforeWd membem. Pen fl 8-feet.They shell f ahead Mr each window beat a i and um 2-1/2 for ar�s�eso m•Irosrsos:saa oxowwa eaca�' I-Jdot framing are based upon the standards of the Engineered Wood Association mounting hardware endlor fasteners.Fasteners shell be et e minimum 2.12aneh tong vsaarrwvmm�ramamoeuunlms ¢ 1.The rod assembly,Indudang fine wal•Meava4Do- ddeck connection must �j be made air tight es possible. (APAORG)w equal Pmdud.BM kid M e specific menufeelurer,unless shown pra8spappag shall not be lase then 1¢•gypsum board,3§'wood structural penes or al n (DO NOT USE DRYWALL SCREWS)d every asIndia to ran Bent 2.Thermal bender requhemerne,a arty shall be per 780 CMR R803.4 as otherwise In ahem construction drawings. other approved material.Drafting stepping shell be hrealled paa0ol to the floor slang tits Pahai edge.Budder strati provide labeled garrets end fasteners a the tllerhl applicable. 2.Should a building official require a professional engInears ceMflcatlon for eery hemag members unless oerenNse ePPloved DY�buiding�• Even though lt s not a requtrement d the Sate Building Cods,the Designer 3.The roof assembly must meet the flre•resatance rang requirement d 780 engineered wood product the builder shell have his vendor provide sad cantlflcetlon APA'srecommends construction Wood d the wood structural penes s meet the rapuiIn may a the based upon their proprietary product and to location and use. found(Engineered fts Aesacati Ont)Hurricane a thOao.This o the ustlon maybe CMR,when end ea entalmapplicable. found a thole wring s wwwAPAWOOD.ORO.The Mind option s the use d e State • �p� 4.Roofing materiel must be IlsadMemenuted byes manufacturer for use In an 9.The builder shag provide said certflcetlon M both the building official and the � DRYWALL BOARD 9 umrentad and system. designer. approved muttering eyeterrn. g Minimum ventilation area shal provide not two than one to 160 of the area of the 4.Substitution of any engineered wood Product Net varies In dimensional size or 01.An interior wall surfetes ane to be covered In a minimum of 12'drywag board As selected Mr tits protect 6 apace ventilated.It may be reduced to one of00 3 when a vapor boner having a Perm physical properties as tothose specified In time drawings requires a review and with motet coneer rel ming.Tape,that and sad(3 costs).Drywall board work rating not to exceed 1 perm is Installed on the wam-In-winter side of the calll approval by the designer before then use. and materials shell campy with*ANSI No A 971,for fie Application and Finishing of 1 g 23.This dwelling a designed for hmallaeon d a cor-A-Vant soffit voM and Co.A-Vera Wall Bond..-Joint compound system mixed,applied and finish It In compliance with I I Labeled re plywood windows r ridge Ming system,or egad. manufectu see punted directions.To be Invielble after flnahod,Including all metal (1 Labeled plywood Panels system feaanere ' a e 24.All exterior.wall eking stall be Insslled a mid:compliance with the menufeourero comer beads and trim. (1 Combination(mark en tnet apply)) requtremeMmeate. 02.All materiels,Inetallatlon and workmanship for The shall comply with"ANSI ' 25.For construction of maul dens,porches and balconies Please refer to the'Dock CONCRETE & STEEL CONSTRUCTION Specifications A108A and A108.6•and the'Handbook for Tile rmallaton published FIRE DETECTION EQUIPMENT - construction Notes!contained In thew dmwbgs. by the Tile.Council of America'are hereby made pert of the speeMeatan• S H E E T 26.Should thew drawings not contain specifications for exterior trhn and finishes, 03.Drywall board callings with supports spaced more then t8-metes on tenors in deck boards end ratings,the Builder shag ult cons with Una owner to Foundation Pan end Foundation Detail for concrete eleol require Insalletlon of 5le'thick drywall board Detection equipment shall be of type,and Installed ea required by the Town of } detem nine thew materials. construction spedfkaewa and requirement. West Barnstable Fie Department. VERSION 1.1 ' .. "Our Design Begins In Your Hemde TM t §[•.' 6 tin GENERAL NOTES ' t 01.All construction shall comply with 780 CMR'Maseachueepa State Building Code,'Bin Edition,together with any Town modifications,and all Federal,Stale,and Local Regulations. n 02.Site work Includes all demolition,site clearing,excavation,filling,grading,drainage,and related Items necessary to complete the work Indicated on these drawings,together with 0 R 0 U P , - related term shown on the She Plan. L I - . 03.In the event n of conflict between pertinent codes and regulations and referenced standards of these specifications,the more stringent Provisions shall govern. - 04.Structural specifications and drawings for this work have been prepared in accordance with generally accepted engineering practice to meet the minimum requirements of the eth w eddDrh of the Wassachueets State Building Code for One-and Two-Family Dwellings.' ■/V_' " p C 05.SpeUBradom and drewinge Indicate firdshstructure.edstructure.Bulder shall be reeponsibie for construction methods,procedures,and conditions s(Including safety)exompt as specifically Indicated otherwise In the contract documents. 08.Construction bads shell not overload the structure nor shag they be In mosse of design bade Indicated on these drawings.This Includes storage of building materials within the Home Design Croup structure. 07.Builders shall vedy all materials,dimension,and conditions shown on Owe drawings prior to the start of construction.Any variances within the drawtrgs or wgh conditions vmoV-b,.0 awdens a _ encountered at the job site shall be reported to the owner and designer In writing before commencement of any wok affected by such variance. ReaVa"al Spadesibi 08.Bulkier shell rigidly adhere to all laws,codes and ordinances which apply to this work.He shall notify and receive clarification from owner In writing or any variations between contract documents and governing regulations. 3 r 3 u.rn st...t 09.All manufactured materials,components,fasteners,assemblies,eta.shall be handled and Installed In accordance with manufacturer dfo s Insbuns and previsions.Where specificFe r.n.v.w,w... a m v..nt.aarrs manufactured products am celled for,generic squab which most applicable standards and apeoMcetlona may he used upon writer approval of the amen.Builder shag of.:sm'sane provide �.�rvn documentation to the owner of equal condition. wamemo.`mwa.Ja.r.om.p..or.ro..em } 10.No variance,exception,or wehrer by a Building Official shall be binding on the designer,or builder. b 11.Flour framing layout shall be coordinated with the Bulkier and the HVAC contractor to provide access chases and unobstructed care for HVAC duct work ' 12.Ali exposed Insulation shall have a tame spread rating of leas then 25 end a smoke density rating of less then 450.See Section R316 for Foam Plastic Insulation requirements. A _ 13.STRUCTURAL LOADS: I B D A.FLOOR LIVE LOAD 40 PSF H.ATTI C W/O STORAGE LIVE LOAD 10 PSF Gary D BreCAyna _ B.FLOOR DEAD LOAD 15 PSF I.DECKIBALC.ONY LIVE LOAD 40 PSF d.s C.GROUND SNDIN LOAD 30 PSF J.DECK/BALCONY DEAD LOAD 10 PSF anAot tbwW ailing 0 p u er i' D.ROOF LIVE LOAD 30 PSF K.GUARDRNLS&HANDRAILS 200 LBS.POINT LOAD l;a SMOKE 4 CARBON MONOXIDE ALARMS E.ROOF LEAD LOAD 10 PSF L.STAIRS 40 PSF ' SECTION R314 SMOKE ALARMS F.ATTIC LIVE LOAD STAIRS 30 PSF M.WIND SPEED 110 MPH Creating where people live G.ATTIC UMMED STORAGE LIVE LOAD 20 PSF N.WIND EXPOSURE B ER314.1 Smoke detection and notification.All smoke alarms shall be Meted In aocorderrce with UL 217 and Installed In accordance with the provisions of this code and the household fire Sheaf DescriptlOn 666 warning equipment provisions o1 NFPA 72. s R314.2 Smoke detection systems.Household fire alarm systems Installed In accordance with NFPA 72 that Include smoke alamms,ora combination of smoke detector and audible notification device Installed ae required by this section for smoke elamhs,shall be Permitted.The household fire alarm system shall provide the same level of smoke detection and alarm es require alarms. d by this section for smoke alas.Where a household fire warning system Is Instated using a combination of smoke detector and audible notification device(e),it shag become s Q a pemennt fixture of the occupancy and owned by the homeowner.The system drill be monitored by an approved supervising station and be maintained In accordance with NFPA 72. SECTION 61.00 ENERGY CONSERVATION OF 780 CMR"MASSACHUSETTS 12.All circulating serAce hot water piping shag be Insulated to at least R-2. GENERAL Exception:Where smoke alarms am provided meeting the requirements of Section R314.4. STATE BUILDING CODE'REQUIREMENTS. Circulating hot water systems shall Include an automatic or readily accessible c manual switch that can tum oft the pump when the system is not In use. R314.3 location.Smoke alarms shall be Installed In the following locations: The following requirements are as found In the 2012 International Energy 13.Outdoor air Intakes and exhausts shall have automatic or gravity dampers NOTES s 1.In each sleeping room. Conservation Code as published by the International Code Council and that close when the ventilation system Is not operating. , a 2.Outside each separate sleeping area In the Immediate vicinity of me bedrooms. authorized by Section 6101.1 of the Building Code. 14.Heating and cooling equipment shall be sized In accordance with Section & ENERGY 3.On each additional story of the dwelling,Including basements and habitable antes but not Including crawl spaces and uninhabitable office.In dwellings or dwelling units with soft levels MW1.3 of the International Residential Code(IRC). and without an Intervening door between the adjacent levels,a smoke alarm Installed on the upper level mall suffice for the adjacent lower level provided that the lower level is leas man It Is not the Intent of these notes to Identify all requirements,but to highlight 15.A minimum of 76 percent of the lamps In permanently Installed fighting one full dory below the upper level. some of the more Important ones.The Builder should have a copy of the above fixtures shall be high-efficacy lamps. COMPLIANCE _ 4.Near the base of all stairs where such stairs lead to another occupied floor. referenced standard and familiarize tdmsetf with all of the requirements. 16.Thermally Isolated sunrooms shell have a minimum ceiling Insulation of gff S.For each 1200 square feel of area or part thereof, R-24,and minimumwail Insulation of R-13.New walla separating a sumoom e When more than ore smoke dorm Is required to be Installed within an Individual dwelling unit the slamdevices shall be Interconnected In such a manner that the actuation of one O7.A permanent certificate shell be posted on or In the electrical distribution from conditioned space shell meet the building thermal envelope requirements. ( damn will activate all of the alarms in the Individual unit panel by the builder.The certlflcats shag list the predominate R-values of 17.Section R101.4.3 of 2012 IECC states,'additions,alterations,renovations _ d Insulation installed In all assemblies,Including ducts outside of conditioned or repairs to an existing building,building system or portion thereof shall s R314.3.1 Alterations,repalre and additions.When alterations,repairs or additions requiring a Permit occur,or when one or more seeping roome are added or created In axis" areas,U-fadons for fenestration,the efficiencies of heating,Coding and service conform to the provisions of this code as they relate to now construction dwellings,the IndMdual dwelling unit Shan be equipped with smoke alarms to aled as required for new dwellings, water heating equipment without requiring the unaltered portion(s)of the existing buitNng or building 02.Access hatches and doors from conditioned spaces to unconditioned spaces System to comply with this Code.' cat Exceptions: shall be weathersMpped and insulated to a level equivalent to the insulation on 18.See Section R101.4.3 IECC for exceptions that need not comply provided 1.Work Involving the exterior surfaces of dwellings,such as the replacement of roofing or aiding,or the addition or replacement of windows or doors,or the addition of a patch or deck, the surrounding surfaces. the energy use of the building Is not Increased. are exempt from the requirements of this section. 03.The building thermal envelope shag be dumbly sealed to limit infiltration.The 19.Section RI01.4.6 IECC requires that any nonconditioned space that Is g - - following shall be caulked,gasketed,weatherstripping or otherwise aealed with altered to become conditioned apace shall be required to be brought Into full E 2.Installation,alteration or repairs of plumbing or mechanical systems are exempt from the requirer aft of this section. an air barrier material,suitable film or solid material: compliance with this code. gg e Joints,seams and penetrations (� d R314.4 Pourer source.Smoke alarms shall receive their printery power from the building wiring when such wiring Is served from a commercial source,and when primary power Is -site built windows,doors and&VIghts Z pp, -arull Interconne,shell receive power horn a battery.Wiring doll be permanent disconnecting adisconnecting switchmen ch othor those required for ovoranrreM openings between window and door assemblies and their respective protection.Smoke alarms shell be - jambs and framing ca g et6 Interconnected. 8 -drop penetrationsl e Exception; dropped callings or chases adjacent to the thermal envelope -knee walls O 1.Smoke alarms shall be pernNted to be battery operated when Installed In buildings without commercial power. -wells and ceiling separating a garage from conditioned spaces b -behind tubs and showers on exterior walls REQUIRED PROVIDED = a E 2.singInterconnectiontetuctu and hardwiring Is smoke alarms p ceorexisting areas shall not l e required where i e acres for a repairs do not result In the removal t he re oval o caging finishes A -Common walla between dwelling ante exposing the atrucbore,unleea mere ld an altlq kxawl apace or basement available which could provide access for herd wiring and Interconnection without the removal d khtedur finishes. FENESTRATION U-FACTOR 0.32 0.30 ,o e� -attic&crawl apace eases openings � b fin R314.6-A single heat detector listed for the ambient environment shall be installed In: I rim Jost junction SKYLIGHT U-FACTOR 0.55 0.50 a 1,any Integral garage or afaohed garage to the main house(detached garagas do not require a heat detector). -other sources of Infiltration W e 666 2.'A new addition attached garage to an existing dwelling.It the existing house contains afire detection system that is compatible with the garage heat detector,than Ore detector shell be 04.Building envelope air tightness and Insulation Installation shall be CEILING R-VALUE R-49 � 9 g6 Interconnected to me existing system.Where the existing lire detector system Is not compatible with the garage heat detector,the garage heat detector shag be connected to a sounder demonstrated to Comply with R402.4.2.1 Testing Option or R402.4.22 Visual Full Height at LUE well R38 R38 Q u� within 20deel of the nearest door to to garage from the dwelling.The required garage heat detector to neither required to Incorporate audible alarm notification no Is any audible Inspection Option. notification device required In the garage. 05.New wood-buming fireplaces shall have tight fitting fling dampers and v � outdoor combustion air. WALL R-VALUE R-20 R-21 L Right feet. 1-For flat-finished editor,me single heat detector shell be placed of or near the carder b the garage thanf.Pot eloped callings we having a rise to run d greater than one foot in 08.Recessed lighting Installed In the building thermal envelope shell be sealed CONSTRUCTION DRAW9NG8 g eight heat,to single heat detector shell be placed in the approximate kxmrer of the vaulted calling bill n dower men four Inches to any weft. 9 be 9 pe FLOOR R-VALUE R.90 4 fo Ilmk eh leakage between the conditioned and unconditioned spaces.They Full cavity Insulation R-19 R-24 SECTION R315 CARBON MONOXIDE ALARMS shall be sealed with a gasket or Caulk between the housing and the Interior wall �erina��saxt�s or calling covering. CONDITIONED BASEMENT ""' "n0N"NDB1t0Ott°' R315.1 Canon monoxide alamhe for new,construction and existing dwellings ahall be furnished,installed and maintained by the owner In accordance with this section,MOL c.148,26FX 07.At least one thermostat shall be provided for each separate heating and �TMoonON 527 CMR 31.00 Carbon Monoxide Alarms,248 CMR,NFPA 72 and the manufacturers Instructions. coding system. WALL R-VALUE R-10/13 N/A - R316.2One alarm shell be Installed on each story of In a dwelling unitcluding basements and cellars(but not Includingnlnh uding crawl epakxe and ueblleble attice).When mounting08.Where the primary heating system Is a fdreed-elr furnace,at least one mounting a carbon CONDITIONED SLAB monoxide stern on a story with a bedroom,the alarm shell be located outside of bedmoma but no further than 10 feet of any bedroom door.If a combination smoke/careom monoxide programmable thermostat shall be provided. PERIMETER R-VALUE&DEPTH R-10.2 FEET WA atom Is used,Its location must comply with this section. 09.Supply ducts Installed In unconditioned spaces shall be Insulated to a minimum of R-8.All other ducts shall be Insulated to a minimum of R-6.Duds UNVENTED CRAWL SPACE - Y R315.3 Alarms shell either be an Interconnected 120V or part of a law-votege combination system or wireless system.Alarms shag he"secondary(standby)power from monitored knstailed completely Inside the building thermal envelope are exempt. WALL R-VALUE R-10/13 N/A 1 5 batteries In accord nce with NFPA 72.For fire alarm control unite(panels)and wireless systems,the panel battery shag serve as the source of secondary power.Alarms shell be UL 10.All ducts,air handlers,filter boxes and building cavities used as ducts shall 9 2034 or UL 2075 Used,as applicable.Alarms may be Interconnected win fire eiamre providing they are compatible and the fire alarms take precedence. be seated and duct tightness testing must be conducted In accordance with 2i 9 R403.2.2.Dud tightness test le not required If the air handler and all ducts are R316.4 For existing dwellings,carbon monoxide alemhe shell be provided In eccoderuce calm Section 315 for now construction,as applicable,for the tdloWlrg dra;msmrkea: The prescriptive requirements above are based upon Table 402.1.1 Of - a 1.when one or rtere bedrooms are added or mated In a dwelling unit,the entire dwelling shall be Provided with carbon monoxide d located within the conditioned spaInternationalerma the 2012 International Energy Conservation Coda by vi m e Inteetfonel such that 2.when a dwelling unit undergoes complete reconstruction su all wags and callings are open to training time entire dwelling unit shell be provided with carton monoxide alarms 11.Mechanical system piping capable of carrying fluids above 105'F or below Code Council. 3.In an existing two-fom m bedroom lly dwelling,when one or ore bedroo are added or created In both of the two dwelling unite,to entire building shall be provided with carbon monoxide alarms 55'.F shall be Insulated to a minimum R-3. ` 4.In a townhouse building when a dwelling unit undergoes complete reconstruction such thel all wells and ceilings are open to framing,mat dwelling unit shell be provided with carbon S H E E T m yr� onoxide alemre t 2012 INTERNATIONAL ENERGY CONSERVATION CODE REQUIREMENTS 5.2 SCALE:N.T.S. a2 f - VERSION 1.1 . 'Our Design Begins In Your Nome'TM r E rT C cit It0U1, t, it (3)fed Common hells Ends of all members(plea)mist perfoot FASTENERS--FASTENERS arid over apod/calumnorboom m atladi sole plate m Joists on lap of boom Jolats flush'lift[ream podeet Members may amend over ' floor IOiltnmadednailor0104 t�armorespana11memberlls NDG 6� r4S� rqB'� Xi'tlo itwith tMnIrmim r -y - JOISTS wood eaew 8 and r ife mlrce oowmam end ends der Gable between a�or boon I>o=umlumn. Home Design Group gg�e ldwall Rokesi my Suadmg Dada E � - Full height blocWng for A Ra.Weraer 9pae(e0er Full height era U.I.arr..e gg flret three)clef bays at bl0ak1 �— sw—� Ferrn...s,u....onr..It.terra j each gable end. Use plywood filler sb%x as required sect:aos.rasena . EE a Bkxldnp at 4B•ova �y:,,,,e.� . b a spy for proper beam wl t sure hd4gAk V..V.am■.ms POST POSE for etladahern m poeVo&urtm. SECTION A•A beems made from Beams dposed to the weather or Figure 2.3 Endwall Sloeking Ostall SPAN 'wood shag d�� FAII R$g Floor sheathing to be APA Rated Sturd-l-Floor,tongue&grouve, galvanized or stainless seed B e E Span rating 16'.Attach with 6d common nails at 6°o.c.along - fashmers Gary D erackfns panel edge and 12'o.c.In fleld of panel. - Pmft-b W gap®%;DdWy SrMWID SAW W.&IJagorr eW..k s-member surfacesmlemhrere plies aogemtr tam ma use ofapprgMem lesions- A-1—rnpdrd.arardlaq osaNa La 6 DIAPHRAGM JOIST BLOCKING&SHEATHING ATTACHMENT 4 TYPICAL LAMINATED BEAM CYeatingwhere p p Ilve 6.1 SCALE:N.T.S. WOOD FRAME CONSTRUCTION MANUAL-Figure 2.3 •i SCALE:N.T.S. prescriptive RealdeMlal Wood Deck Construction Guide-Figure 4 {Eppa - Sheet Description pAPA Performance Rated Wood Structural Parcel Sheathing may be almdted with f /utr>n■Oratrd� �� BRACED Smnkry6os8erh HuMOuaksO fasteners(as shown below)or other derfomhed shank CONNECTION OF RAFTERS TO TOP PLATEIWALL j fasteners that are equal In strength in fieu of Bit common smooth shank nails. s NAIL TYPES 64ogQla Builder to select Hurricane Ties for Roobto-Well Connection from (4Ntl merman n for lateral to refry m _to Shank Dlanhemr Lanalh Allowable sheer valuare•a...Spacing ap,.it Ilan as s,owri In Damn 6 on sheet 1.2. WALL PANEL itl led 1r tl ohplam remorawrtnec ce for te tis aM Sd Common 0.131' 2-Yz' 260 Ibs/R a� Larrm edr t>ew-taadw rxw atla ltlnw raw ehearreelaterhm(3tm me i 6 g seism w> HD1 0.117 2-)V 310 lbs/B 4 8d common toe helm m etmeh rafter to top plate for roof heming DETAILS 0.131' 2-Ya' 320 Iba/R membere at 16'o.a end provides 300 Ibs shear&Island E I Inaa�wn - 29 alodmg,too-nallad Imo resistance. was eater&,•a mire dose into-flex 8 eubtade 1 row of 8d common halm for shear per BWP CONNECTION OF TOP PLATE & NOTES 4 14 a Facts In Layout Plan le thin Sheet 1 row to fo Wood structural panels with 1 row or 6d common nails In lap 1x8 Feria eta. wmrron helm at 4'o.c.In lap prom for uplgt tic member of double lap plate for shear as shown ht SWP Layout r Plan on this Sheet,and 1 row of Sd common nerve at 4°ox.In a B 1x 8d common nails for shear spaced along other top plate member for upgfl. 8a Common hell at a'ova tar uplift panel edges as shown in SWP Layout Plan on 0.148' 0.f a1• this Sheet and Ir o.c.in field of panel. CONNECTION OF 1ST FLR WALL TO SILL PLATES Irwmll bbclmrp between reRere a ad Common nail for cheer,tee Oeflb m B wd Panel Rena Sheathing m mcmrd m Wood structural double l enem with 1 row of ad common Belle In botyou[ 01 member of double aN prom for shear as shown il BWP t4Layout 0.tar 0.1a1, 0.ffi' Plan on this Sheet and 1 row of 8d common helm a<4'ova ia p-vem[lord waahhg a ineuiamn ���APA lose toddle of�Bbde other eta plate member rot uplift yyy666 a e abn■wr.e■r CONNECTION OF SILL PLATE TO FOUNDATION 0.14r arrr■wrarw�a■y, Sulder m atmM milsbust m well wM aurdcans de loom approved gar shown In I rase 3N 0.14R er rasae�rr■r.rr ra d-wargs,eso Dome a Sheer a3 lbruplM-&Wane.ReamNcas efmd-din tap them win b Irerq.lag Wo anchor bolts with a minimum of 7-Inch embedment.Use U 0.1or ed common a>..mid--mar rote m a ekearaada bearing proms with washer a Z_ Ron T"r agr nu Installs�Tl�at a minimmuumof 2-Inches o.a,unmsa 3 TYPICAL ROOF TO WALL CONNECTION 3 g s aMd6d asl�sY shown dMemtly In Foundation Drawings. 3 battle �w�� •1 -SCALE:N.T.S. y CONNECTION OF PLATES TO STUD �3 2-16d common nml at each stud to plate connection. Q 4C CONNECTION OF SOLE PLATE TO FLOOR Jiro BRACED WALL PANEL DESIGN sled common nails par foot W c p! ADDITIONAL WOOD FRAME MEMBER CONNECTIONS e The'Braced o Wen Wood shown In these drewlrrsh am dessheathing. Should for is Bull y,16d����� placement of the Wood thing pan is long a&horizontally eheatl shoed the ,howr See Table 3.1-Nal ing Schedule comalnad m these drawings nail a deshe m Instep the shall be Ill panels fang rods egthe a may et ee however stre and spe ing. full height blobking shell low a lold on wing the edge of the panele bete-en studs 8d Common hell at 4'ere. `•' A 'h a throughout Bloeklrg maybe and on the hat The nailing schedule shall remain the SHEATHING REQUIREMENT same as shown for the vertioal placement.The goal Is to to from the upper moat top Fiat Blocking allowed for hodmnml aide . j ate down m the lowest most sill plate with wood structural petrel sheathing.M This design requires that the entire exterior of the dwelling be CONBTRUCTION DRAWWGS a W Y -�---gd Common hell c 4'o o. covered with wood structural panel sheathing In questions regarding the BWP shell be directed to the designer before proceeding 6 Wood Structural Pawls(WSP)Sheathing Is g and attached with construction.For a section to be conaldered a Braced Wall Pawl It must meett Insisted In the honxanml axle blocking must be accordance with the'Braced Well Panel Nailing Schedule' g; t e minimum width as shown below. bearing plain with washer n Simpson aaa+aTw Sher&nut Installed ae panel edges per BWP Layout throughout as shown In these drawings. aae4�oer oaerosmm ar amrw y t long th neawr,trFuunarrameuaana+ . Plans.Blocking may be Installed on the flat. MofmStructuralum Wood Structural Panel th clatess shall be 7/16'unless otherwise shown In { ter-raucrmw Wood structural penes sheathing shell be APA Rated sheathing, these drexAngd. 2x Sole Plate attached to floor assembly with Span retin0 16°,and a minimum thickness of 1/2'. a ad Common nall at 4'o.c.for up commons per fr.toeln pfates.I row Oil MINIMUM PANEL WIDTHS FOR WALL HEIGHTS: - 'lift 3.1 SSidII µ commores at 4*o.c.sheathing Into sole plate. s Minimum Panel Width=Wall Height In Inches divided by 3.5 ad Cannon nall for shear as Double S01 Plates with Sill Sealer.Bottom plate to BS'd•Wall Height-gg'/3.5=27A3'=7�'Panel width eastern Q In Braced!Wall Penal Layout be PT SP,lap Prom maybe SPF.1 row,8d . tpla commons In lap sill plate per SWP Layout Plan for a WAY.'Wall Height-g7,e•13.5.27.76'-X-V4'petrel width b Dmmm S01 Plem,Bokom Prom m be shear,and 1 row of.Scl commons In bottom plate at The Item of using WSP sheathing to provide uplift resistance Is to Preserved Treated Southern Phre wtih - 4'c.c.for uplift. connect the double sill plate at the foundation to the double lap plat r Slg Sealer,T Member Be8PF a i 1H IY-W Wag Height-108°13.6=30.66°-7-0/°panel wkM Top May at ere upper most Sacr wiSi all prarul edges ariirtacllrg to 2x pemmg Foundation members. 9AY,"Well Height-IMY,"13.5-31.18'-7-7Y°panel width - ^- 5 10--0-Wall Height-12m/3.5-34.28=7.103e•penetwldm 2 TYPICAL SILL PLATE TO FN D.CONN EcriON VIC" ICALBRACEDWALLPANELCONSTRUCTIONDETAIL SHEET SCALE:N.T.S. LE:N.T.S. y 3 r C VERSION 1.1 "Our Design Begins in Your Horn,T" pC L Builder to Install one of the it 6 nMBERLOK®FASTENER following plate connectors at O W each save and stud-to-plate 420 We uplm rsNetanoe 3201ba Iaa rel a aheer r-Istance COnnectlOn HDC - SIDE VIEW a SIDE VIEW HDmO Design Group �b Prof.'.,WBUHOmg Deebnem6 fl 5 S •Use a 8"FeatenMasteF Tlmbed_OK Fastener F.I.4...�:.�.i�a�2f3 N.I.81—t re.arrfP i L •Where the trues Is aligned directly over the wall stud.Insert fastener point where the - 71mbmLOK Paetsnar ER 2 bottom of the top plate and the top of the stud meet(Side View A) (Bas,swo`tea'e) , b •Where the truss Is located between two etude.Insert fastener point on bottom surface of the top plate no greater than IIr from Inside edge of the plate(Side View B) TimbeILOK TV Drive fastener through underside of the top ptete at 22-1r2°engie(Ind°)and Into the less Bide View A) A ' Center of the truss. SSP B D Fastener must be driven into the center of the 1-i/Y buss chord edge(+/1/4")with the •Note:alternate Installations are available see TER 110502 a threads fully engaged In the truss chords(bosom chord,top chord or both ere y p - acceptable) NO TIE., DSP Garr D ereCldrrs PlL9 'Bring the fastener head flush with the wood surface. FOR COMPlE7E DESIGN VALUES AND ENGINEERING DATA,AVAILABLE THROUGH TECHNICAL Rm4a.bnel&Aft Dsalox L a EVALUA71ONREPORT 1101SOZ AND ESRIHITM AVAILABLE 0 W14W.FASIENMASTER.COM Amemmr Imams 4fBuMV Dawn 3 TYPICAL RAFTER/TRuse-TO-WALL WWECTION(UITN TIMBERL.OK®FASTENER 2 STUD PLATE CONNECTOR Creating where peop live 6.2 SC44 ,N.T.B. 6. SCALE:N.T.S. E p Sheet Description �e 4 BRACED L$ i WALL PANEL a LAYOUT S 3W4r )y C 17M FULL HEIGHT SHEATHING PROVIDED PLAN @ E TABLE 11 REQUIRES 47%FOR ad COMMONS AT 6"O.C. 1! 98 1�47%GKl B ed COMMONS AT 6"O.0 ALONG PANEL EDGE 8G Sd COMMONS AT 12°O.C.IN FIELDOF PANEL a g8iefifi "' d� fv L —TITIUKE 1 OF GumE To w000 CONSTRUCTION INHIGH WINDAREAS g e BRACED WALL PANEL NOTES a L BUILDING ASP RATIO=1.50 LLD a Install ff°APA Performanceq 4 O Sp T.P.ft aw ROOFpRCH.e:12a a:12 flaredShoof heron Intedw f p epednO of Bd common nwU =TWOSTORY DESIGN side olGeble End Wall 8y®t along ere edge of WSP eMedlns 'a o O V w TABLE 4 ANCHOR SPACING Z? p V W 333 g �'-7 3LABONGRADE=32'O.0 ❑ dl� SC OO O E'er NAILING SYMBOL ii"0 A.B.(SECTION 2.2 OF GUIDE) ti TABLE 10(WIDTH 24'SIDES) g� Balmm-=8d erne der - E2%FORad AT6'0.0 M 08 Fpedng of 8a common nalh a ipK 2s a8 6d91 FOR Sd AT 4"O.0 In ma fleM ofVlBP eneameK{. 59%FOR ed AT3'O.G E� 1. A Braced wall Line is any straight wall through the building plan that represents the location of lateral resistance provided TABLE 11(LENGTH 3TSIOPS) $B by the wall bracing. This is accomplished by application Of APA rated wood structural panel sheathing (wSP) having a minimum 47%FORadATWO•C L thickness of 7/16-inch to the exterior side of the wall or to both sides of the wall as indicated in the drawings. it is 37%FORadATa"O.G C TbN ( 8y indicated in the drawings with a nailing symbol. 319,FORSd AT3'0.0 Y+ 41' EP nl49ons—w.V49re9aEaY 2. A nailing symbol is a triangle with two numbers inside the triagle. The top number indicates the spacing of Bd common nails Imaram erHOMeoEeraNanow POR erg along the edge of the wSP. The bottom number indicates the spacing of Bd common nails in the field of the wSP. ° ` �,° m"1DMO g& 3. A Braced wall Line is continuous in a straight line to a corner. The entire Braced wall Line wood structural panel sheathing �— is to be attached in accordance to the nail spacing schedule shown by the nailing symbol. 4. if an exterior wall of the building is not indicated with a nailing symbol, the builder at.a minimum shall attach WSP ,�( •�`�( w88� sheathing on the exterior side of the wall with Bd common nails at 6" o.c. along the panel edge, and lid commons at 12" o.c. in the field of the panel. - 30'-W - *g5e 5. All edges of the wood structural panel are to bear upon 2x nominal width framing members. This shall include wall studs Or 11.44 FULL HEIGHT SHEATHING PROVIDED A blocking. Blocking between studs may be laid on the flat. - _ . _ TABLE 11 REQUIRES 379 FOR ad COMMONS AT4"O.0 E 11.44/30'-38% L 4 36%,37%OKI a 6. wood structural panels Por Braced wall Lines are not to be attached with ddh¢si V¢S Or glues.Ues. - Sd COMMONS AT4"O.0 ALONG PANELEDGE - a 7. No wall opening may be moved or relocated from the position shown in these drawings by the Builder withoui approval of the ad COMMONS AT 12"O.0 INFIELD OF PANEL a , • Designer. movement or relocation of opening can change the nail spacing or other Braced wall Line requirements. S H E ET uu B. Any ambiguities, or Builder's questions in regards to Braced wall Panels and wall Lines shall be directed to the Designer before proceeding with construction. a s BWP FIRST FLOOR PLAN . 6.2 SCALE:1/4"=1'-0" log VERSION 1.1 t. - 'Our D&Mgn Bogina In Yoor Horror°na . 9 .SIMPSON STRONG-TIE Wood Construction Connectors S IMPORTANT INFORMATION&GENERAL NOTES - GENERAL INSTRUCTIONS FOR THE INSTALLER G R 0 u P Jl These general Instructionsa for the Installer are provided to ensure proper selection and Installation of Simpson Strong-Tle Company Inc.products and must be followed carefully.These general Instructions are In addition to the epedflc Installation Instructions and notes provided for each particular producL all of which should be consulted prior to and " during Installation of Simpson Strong-Tie Company Inc.products. D w e.All specaled furbanem mum be Widened according to the Instructions In this catalog.Incorrect member fluently,ate.placement.typo.mataft.w ankh may cause the=mail.to too.Prior I.using a part ler%ossw,phmoe,conNm to Fastener Guide intid /V•e oemmp.18dfaemnere eta mnmon ne0e(0.18Y rile.:31?IonB)erM oenrrot be rapte�wlN/8tl elnkwe(0.14a'tlm..91/4'lonp)rwfullkmtl value ` unless Wlerwas specified.Unkree mhmwte noted eaewe may not be used m mgece Mile In connector)unbm approved and reownmendetl by the DesignerEnglfiner of Record.Unless stated olhwMae,Simpson S4onP4m cannot and does not malts my representation regarding the suitability of use or load-carrying;capacities ofoommomm with euawe replacing nab.When using melnteeealem connealwe,use staudemeled faamnere.When using ZMAWHDG galvenimd connectors,use restorers Mat moot the zinc orewg spadnceeons of ASTM A163 or other famenem eftwed In this catalog. Home Design Group b.FlII all femener holes as specified In Me Installation Instrucdare for that product Rater,to pope 17 for the mqulmm.nta of the various shepeo of festoner hole. f e o.Do not chorch ve nails.OverdMen Mile reduce shear capacity. _ e 7 d.Use the materi the gmdfled In e Installation Instructions.Substl utb «hdW to of re use materials to may cause the nneotlon fed. R e.Do Trot add fastener holes or chemise modify Stepson SWWTle Company Inc.products.The perfortnanw at modified products may be wbstamlely weeksned.Simpson 8aong-Tie will not weneM w guarantee the l �of such modified products. .� f.Installprodude lntlhopomtlanspecMelInthecatalog. 313 M.I.8fr..f p.Do not alter catesellm procedures fla tam n e eta forth In this mtelog. F.Irn.r.a N.........It.wlp h.The proper hate at oereIn products requires tam the product be bent For those products.Instaulse mum not band the protium more than one time (ogreW cycle). ere cawJnw�arr I.Boll Mba Maa bur m Deem a minbnum a lW end ra more then a mertlnmm of l/l(r larger Men the bat dWmetor (Pw are 2006 ND.%eeabn ll.1.2.erd AISI NASPEC,moron E3a ff gWcabla). 1.trades all specified temensn Defoe leading to connection. f k.Some hardened famenem may hew premature fal um s o"sed tomciemm.These mmenem am remm d to be used In dry Interior appftedons. C I.Use proper ad*so Ipmem 89 s In.Welling geNantred teem may produce M harmful nea; welding pr ow proper welding and em m aty Dneutlona.Welling should be In eomrdenae cull AW.B. (AmaAmn We(�tg 9odap9 standards.Unless oMerwim rated SDnpmn BtroTled)am cannot nnot be welled. M ' n.Pneumatic opoMeracumed fasteners may deflect and(njum the operator orothers.Pneumatic nos tools,maybe used to Install amnecbra,provided the correct quantity and type at nails ("thand dm/lety)are properly Installed In the nail holes.Toole with neO hole-IamWhg mechanism.should be used.Fail=the manufacturers Instructions and use the epgmprda eefey equmment.OvwdrMng nails may reduce B D allowable bade.Contact 84npoon Strong-Tle.Powder-azWeted femenam mould not be used to[notesamnatlae. s o.Joist shed bear completely on the connecter seat and the pep between th jam and and the header shag col exceed 1/7 par ICC-EB AC281 and ASTM D7147Im standede (unkm sPedeomlyneted otherelm). Gary D Browns} p.Farhogoxms,anchor burl cute should be tinge light Me 1/3 to12 withre turn w a hand wronch,with aouddegon l fi n to Drrmble future wood shrinkage.Can should be taken toovw not -toq sh e e nut impact wrenches should not be used as they may probed ere hoMaww. 9 Q.Hsdowm and Tension Tim my be mind oSMe elB as dictated by8sd coditlomta exommolatean anchor mbloaded no hen than l VC.The hoidown shall belalseddrthe eN at item 311cr wery t/4•got the anchor b«hethomthe model's camerlho (eadeenedm pages 37(o 41 m mardcum«/Sl.Andcrbolldope WW be no greeterthan 1:12Im 6dasnes).Canted Me Designer sMe hddown ender Is Plmbssanal Building DosWmr P a roRest more then 11?or raised mare Man W.Rinsed holdown helper Is measured hum the top at concrete told the top of the heam bmMa plate. AmedCM mstmia.aauA&hp oertar r.Fasteners ere permitted to be Insisted though Insist Into phase when approved by the Truss Designer In accordance wfth ANSVTP11,2007,Section 8.9.2.Installation of Simpson SbwVTIeO Strong-Oro®wawa(SOS)through msiat connector plates requires the plaW m be pre-drilled using a mmdmac of a SW bit Do not ddm raft though thhe trues Plata an the opposb side of singW*trusses whichcould testa the Plate oil ft berm. Creating where poop a live e.Forcold4onned meal application.,es M In somas ee be Installed accordance with Me aaaa manufecMe rec ommendation..AD spew.shedpanatelapetrela and protrude enough the joined matertab a mWmum of 3 M m ch I mWod thma parAISI Standard for Cold Formetl Steal Framing-Genera P-loons,section D1.3.1 applicable.L Note shall be Installed such tot the and atthe dreaded rod or bolt Is,at lmet Bush with the tap.1 the out Ep u.When hsamng hurricane ties on the Inside of the wau)pedal considerations mud be taken to prevent co donsmion an the Inside of completed abucme In cdtl cilmetea. Sheet Description CHECKLIST FOR WOOD FRAME CONSTRUCTION MANUAL 138 35 AWC Guide to Wood Construction In High Wirui Area-110 MPH Wind Zone Exposure B COMPLIANCE r Massachusetts Checidist for Compliance(780 CMR R3201.2A.1)Teem 3.1NaliIng meads NAILING heck hk Numberof Numberat Nall 1.1 SCOPE -w,- Doubt.Top Plate m i.rwa afi Joint Description CommonNaes Box Nam Spacing WlydSpsed(3aa000dg1uA 110MPH ✓ Space length Bgum13&Table a s ✓ SCHEDULE ROOF FRAMING Wad FVosum Category B ✓ Space-raction(01 Ed arwoe) Tables 8-10d ✓ laset, Argwellanne.0an Table 3.1ad commem per IL ✓ Rafter to Top Plato(Tc aliod) 4-8d carnfnon 41ad boon pee reeve 12APPUCABILITY Non badbeeflfg well connection Table 3-18doomanparlL ✓ 0.1 Ing tam to Top Plata(Toeaelled) 441d acmman clod bat pw)ohm Lmaeeednp wml oplsdng SIMPSON NOTES Cellhg Joist m Parallel Rafter(Faoaraesd) S1atl common 9<0d loaf each tap Number a Blame(a roof whbh exceeds 8In 12 mope shall be Head.span Table 8 at I ll'� ✓ Calling Joist Laps Over Paragons s(Fme+eOed) Sled mmmoh S4od box each tap 3 co nsdoed a entry)g12 Sin Prom span Tabor 8 8't<i1' TO INSTALLER - 1!E CdierTb m Rater(Fam�elm0) Zed common 2.10d box Par as Full H.Wd ShMe(m.mamde) Tables 3 Kings+1 Jerk ✓ ! Bmsdrg m Rae.(Tobralled) 2.fie 2.10d aeon and 2 8mdss<2 stores - ✓ Na>bed=mg rrsii opening ✓ _ Wm Bind to P.-(EndamBed) 2.16d 3.18d each and Heed.span Table g 3k_12 ✓ Roof Pilch lauun2 g/12_12112 ✓ SD Prom Span Table 3'3<lz ✓ WALL FRAMING Morn Roof Helga 1112 14.726'3W ✓ Fuil Height Stds(no.ofmde) Table 21Oge+I Jack ✓ T Top Plate to Top Plot.(F.-.W 216d 2-1 Perfect �j auadhg width W flours 3 2V.SO' ✓ Exterior wag shtuMng to reset eraar and uplift simultaneously ✓ . Top Plates si Interawdoe(Fac"alled) 4.18d 8.18d joint.-each side to Busting L.VM L op.3 30'<8g ✓ Minimum Building Width W 20' Stud to Stud(Feconahlod) 2.1Bd 2-16d 24•o.a n Busdhg Aspect Rath Iigure 4 1.6013.1 ✓ Ncminel heght of West operant; 6'4r ✓ 3 HeatlessFkxad.lFeceaeaed) 18d 18d YB'oc.slog ads. Sheathing Height of Toasts Operdrg Bp.e4 ea' ✓ Sheathing Type )v Edge Nall 6pednp it o. ET 82 ✓ 19 FRAMING C.ONNECTIONB From Nsil Bpa ion 12'd 'rap or Bottom wst to Stud (Erde.d) 2-18d common 240e box per studsteer connector(rot.led rhalls) 9-ted pre roc < General compliance wash homing mraemorm(Table 2) ✓ pomem fill height seat" Bottom PletemFloorjdm,Beedjois6 Eahgoist« 2-,gd12 2-ted1J1 per mot m 6%eddW.Whr-Dwghq o1W_S'$ ! Slcokbhs(Feeenaaad) - v 2.1 FOUNDATION Mlrlmu.SullArg Length L 30 - g FLOOR FRAMING T � orm�°DsrhrO e'� - 3py!H Typo Joist m Sill,Top Plato or GW.(T�11.0 4W 410d parlow y Foundation wsmm meeting requirements m780 CMR R400.1 ✓ SheethInPaccdnp SEE SHEET e2 ✓ U p acting m Joist(Toe„med) 2-Ed 2-ad each sed - concrete Mesomy ♦1�� Field Nall Spacing 12'o.c. `� Z Now Bj Bbddng to Joist froo-tided) 2.ad 2-10d each ad '� Z Shear Connection(no.led nails) 3•t6d per That ✓ s SlocNng to Sol w Top Plate(Teenel.0 3.1Bd 410d each biotic 22 ANCHORAGE TO FOUNDATION Percent toll height shestidng ✓ . C Ledge Ship to Beam(Foo>nesed) 3.1Bd 416d each jam 6%additions for wall with apersng>S'S ✓ LILT g Joist on Ledger m Beam(Tmteaed) 3.8d 3.1ad parjam Abler bat Imbedded«Proprietary mechanist arrhaeas Wall cladding rated for wbd aimed Cc Bell=to Joist(EMnallso 3.16d 418d Per lam _ an alternative In oonaets only Bard Joistto Sill«T Pmm(Torrndhxl) T2.1041 3-10d per mat Bolt Goad ng-Omani Table az O.C. ✓ 5.1 ROOFS C ROOF SHEATHING Bel SPsd%ftm entl�dmapmm Bgum6 e'-1T<8'-1r✓ TO g8$ T Bat Embedment-amcrem sours ;c7 ✓ Roof homing member span.aedu7 ✓ i e 9WCWml Pale ee toe (eta Tes.3.10) Brit Embedment-mmomy fig-6 16' ✓ Roof overhang 1112 o U3 ✓ ago E Dmpmal Board BDeatlhlrg Plate weswr Ilpure 6 ePs6IB+9>s50'xy.• ✓ Toe a rea.aannecllon at Iota hemlrg well W ,g lworl'x8• 2-ad 2-led per euppon Proplaten oannoim ✓ W 3'e th10•orwider - 3Ad 9.10d oar support 8.1 F100R8 UplM 99416w sea a.pnovWed 75 �i CEILING SHEATHING Flo«hemegmemo.opens NedmE ✓ Slreer It. provided �We 30011ep f cpbV Goble Maximum floor opentng dlrterhsonJose Bgnre 8 0'_iz ✓ wage strop comesWn Instead a tail.tie Table 13 ✓ Gypsum Wallboard Ed stolen ad coclere T edger/10'ftaW well_at_ _ I$e WALL SHEATHING Funthan Zflom extorter wall figure6 WA ✓ TTtusa orwrelmroonrmagan at noMmd bmMpw¢A wLA FLUBH RARE qqq a - ✓ U A i - ,Structural Penes ad fed (see Table 3AII) Maximum floorjoiat setback wpponh Pmpdemry aon seta e Ffa.rbeertl Panels coed bearingov well or eh�wsil flgur.7 0' ✓ Uplfll 7/10• 843 3•edBe/6.1leW Maximum ceneminis1 orsh-wa jchft ll ng hemrm(co.fed common hells) 3.ledated per That ✓ Bd codes 6d eedera Tarps/D'Bea Flow eheetdrg type TOO «alrearwen Bah°)a. ✓ Rootehmt nongtmmnbs ye Roof sheathlro ARand pRq ,fig D; ads 3'afte/6"Nold Flour bredngm.dwalm figures YES E 111E Gypsum wallboard Hardboard. ad ad (eve Table 3.11) F1cor ahealreng MMimem %' ✓ Ed commons at 6'o.c.along scale,12'o ur In tee ovr> a EE Particleboard Panel. ad ad (ase manuleckew) Floor shssInIng tsemrhing Ed mile at e•o.a In sets,12•h Item FaaaslaPFercwrrowaro euagws blob Diagonal Board Sheathing 4A WALLS 1. This chaddisi seta be met In as and",excluding Me specift m Ptleh - noted In 2,m comply with the mqulremenls at 780 CMR R3012.1.1 also 1. gb 1'x8'a wkl 2-Bd 2-10d per support Wall Height If the dimidat is me In He and"Mon Me fadaMog metal scope and h.Woam p 1'x10'wwWer 9-Bd S10tl ✓Per euppoR - Lose bearing well figure 10&Table 6 8's<1e ✓ .not required p.Uhe WFCM 15 mph Guide. r FLOOR SH Panels EATHING Na>bed bearing walla Baure 108 Table8 SY<2e ✓ m.smmatrepa par papermb Well mud spectra node 10 8 Table B 18'o.a e.20 Gage straps P.figm 11 is Structural io eta ad led S'ed I17 flew Well story octet flguras788 0' ✓ o.Uptift seeps Far Figure 14 _ i' led led Men 1• B'edge 18'sold - d.Ad Straps Far d 17 smear - g Diagonal Board Sheathing 4.2 EXTERIOR WALLS e.Como.mtl hold-Der Fig-19e and 18D p I W 2-0d 2.10d 2. Eueaptlon:Opening halghte of up to 9 sall be pencilled vd.a%ls added B 15t10'w Wkbr 3-0d 3-10tl Der euppoR Wool Sluds t/ m the pemem of ruin height sheaving moulmmerne sxwm In Took*10 31/ 222E B P•GPM Lord bearing wells Tools 6 2x8 F4ft ✓ 3. The botam tall plow Mel be a minimum Y nominal t ldamea pressure p 1 Nelang mguirememe en metatl on well shmtidrgdeed 61nches onaemw el the panel edge.Irma sheathing m new 3 flrehae aneentar si Me.• .• Nuki Dmmg walb Table a 2k4 8'-o's ✓ treated 92 ands a ismat edge m obtain higher steer mpacdees,nosing requirements for mmcoeel ire"H be doubted,a alternate connectors,such as Meer Gads all wall bmdrg: ✓ A From Tables 10 A 11 and location awes sheathing and Building Aspect Ratio, plates,shell be used m maintain the bed poll. ,, Full height endastl cam flaunt 10 1/ determine percent atNll height sheathing and rail spacing requirements 2 When wee eheeMhg le coMlnuoue orer comhaatednemben,the febuteted number at tulle I be permMed b he reduced m 1.16d cos pwfoot WSP.aWchow tongm tgum 11 >Wf9 3 Cortoslon maletent 1 f gage moling neile and 181age staples ere perfnated,check IBC far sectional mqutrameme. Gypsum calling length(if WSP tat used) flgum 11 10.OW y and 2x4 continuous lateral pace at e ma. That dmlgr has demweba al mnySwma with Me mgWn cent aMe Massachusetts Sate Barg Cade S H E E T &� o1.3 coging Mdng strips at lt•o.a spacing ✓ far ons.erd Two.re DsadbV by megag Mn ragWreaonm«Me Massachusetts Check Let lb - .. MNmum wan 20 abddng of 4'gcachig In Cmtallence ahown aba ` ... `. AMERICAN FOREST 9 PAPER ASSOCIATION .id)olswwmDeye l" VERSION 1.1Is a °Our Design Baghro In Yew Rome ' t.